DESIGN DATA JOB# 7 ND MOUNTRAIL COUNTY, NORTH DAKOTA … · 2018-03-18 · ND PCN SHEET NO. SECTION ... Average Daily Max.Hr. Current 2017 Forecast 2037 Pass: 45 Pass: 45 N/A N/A

SC-3114(055)

SC-3114(055)

R89WR90W

P.S.&E. CORRECTIONS MADE

SURVEYED

DESIGNED

DATE 12-17

DATE 1-18

T156

N

6.58 6.76

22056

DATE 1-18

Daniel Uran

Trudy Ruland

Wayne Olson

Garry Jacobson

Arlo Borud

Mountrail County Commission

Mountrail County Project No. 02(64)17

11

CASS

RIC

HLA

ND

RANSOM

SARGENTDICKEY

LA MOURE

BARNES

KIDDER

LOGAN

MC IN

TOSH

BU

RLEIG

H

MORTON

GRANT

SIOUXADAMS

HETTINGER

SLOPE

BOWMAN EM

MO

NS

OLIVER

MERCER

STARKBIL

LIN

GS

DUNN

MC KENZIE

MC LEAN

SH

ERID

AN

WELLS

EDDY

FOSTER

GRIG

GS

STEELE

TRAILL

DIVIDE

WILLIAMS

BURKE

MO

UNTR

AIL

RE

NVIL

LE

WARD

MC H

EN

RY

BOTTINEAU

ROLLE

TTE

TO

WNER

CAVALIER

RA

MSEY

WALSH

PE

MBIN

A

NELS

ONBENSONP

IER

CE

STUTSMAN

SHOWING COUNTIESSKETCH MAP OF NORTH DAKOTA

FORKS

GRAND

VA

LL

EY

GO

LD

EN

STATE PROJECT NO.

ND

PCNNO.

SHEET

NO.

SECTION

DESIGNERS

__________________________________________

APPROVED DATE _________________________

engineer under the laws of the state of ND.

and that I am a duly registered professional

prepared by me or under my direct supervision

I hereby certify that the attached plans were

3914

02/02/18

88

8

23 23

37

23

1804

1804

T158

NT157

N

T156

NT155

NT154

NT153

N

T152

NT151

N

T150

N

R94W R93W R92W R91W R90W R89W R88W

WHITE EARTH

STANLEYPALERMO

ROSS

NEW TOWN

PARSHALL

PLAZA

DESIGN DATA

Traffic Average Daily Max.Hr.

Current 2017

Forecast 2037

Pass: 45

Pass: 45

N/A

N/A

Minimum Sight Dist. for Safe Passing: N/A

Sight Dist. for No Passing Zone: N/A

John Sauber, Jr. , PE/PLS

Sauber Engineering, Inc.

John Sauber, Jr.

PLANS FOR

MOUNTRAIL COUNTY, NORTH DAKOTA

22

SKETCH MAP OF MOUNTRAIL COUNTY

Project Location

Pavement Design Life (years) : N/A

Trucks: 5

Trucks: 5

Stanley, North Dakota

Mountrail County Auditor's Office

document is stored at the

on and the original

PE- ,

Registration Number

issued and sealed by

This document was originally

/s/ John Sauber, Jr., PE/PLS

FEDERAL AID PROJECT NUMBER SC-3114(055)

GROSS MILES NET MILES PROJECT NUMBER \ DESCRIPTION

effective on the date the project is advertised.

Department of Transportation and the Supplemental Specifications

2014 Standard Specifications adopted by the North Dakota

GOVERNING SPECIFICATIONS:

JOB# 7

Total: 50

Total: 50

Design Speed: N/AClear Zone Distance: Existing

Minimum Sight Dist. for Stopping: N/A Bridges: None

Bridge Load: N/A

MOUNTRAIL COUNTY ROUTE 2 (CMC 3114)

FULL DEPTH RECLAMATION

AGGREGATE SURFACING AND INCIDENTALSPROJECT CONSISTS OF FULL DEPTH RECLAMATION,

PROJECT IS LOCATED ON CMC 3114 FROM PALERMO, EAST 6.76 MILES.

Joe Baneck, EIT

Mountrail CountyNW corner of Section 14, T156N, R90Wa point 92.0' east and 0.1' south of theSta. 1+88, within City Limits of PalermoBegin Project SC-3114(055)

Mountrail CountyNW corner od Section 14, T156N, R89Wa point 3,985.5' east and 2.3' south of theSta. 358+87End Project SC-3114(055)

Sta. 10+13 - Sta. 19+85Grade raise area not included,

NW corner of Section 14, T156N, R90Wa point 2,640.0' east and 3.1' south of theSta. 27+36Exit the City Limits of Palermo

02/02/18

STATE PROJECT NO. SECTION NO.

SHEET NO.

ND SC-3114(055) 2 1

TABLE OF CONTENTS Section No. Sheet No. Description

1 1 Title Sheet 2 1 Table of Contents and List of Standard Drawings 6 1-2 Plan Notes 8 1 Quantities & Basis of Estimate 20 1 Discretionary Subcut Detail 20 2 Approach Detail 30 1 Typical Sections 100 1-2 Traffic Control 110 1-2 Permanent Signing

Special Provisions Number Description

SP 0003(14) Temporary Erosion and Sediment Best Management Practices

LIST OF STANDARD DRAWINGS Standard No. Description

D-704-07 Breakaway Systems for Construction Zone Signs D-704-08 Breakaway Systems for Construction Zone Signs D-704-09 Construction Sign Details-Terminal and Guide Signs D-704-10 Construction Sign Details-Regulatory Signs D-704-11 Construction Sign Details-Warning Signs D-704-13 Barricade and Channelizing Device Details D-704-14 Construction Sign Punching and Mounting Details D-704-15 Road Closure Layouts D-704-19 Road Closure and Lane Closure on a Two Way Road Layouts D-704-20 Terminal and Seal Coat Sign Layouts D-704-22 Construction Truck and Temporary Detour Layouts D-704-26 Miscellaneous Sign Layout D-704-30 Windrow Marking D-704-50 Portable Sign Support Assembly D-754-23 Perforated Tube Assembly Details D-754-24 Mounting Details Perforated Tube D-754-24A Breakaway Coupler System for Perforated Tubes D-754-25 Mounting Details Perforated Tube D-754-27 Sign Punching, Stringer and Support Location - Details Regulatory, Warning and Guide

Signs D-754-29 Sign Punching, Stringer and Support Location - Details Regulatory, Warning and Guide

Signs

NOTES


SHEET NO.

ND SC-3114(055) 6 1

100-P01 GENERAL: The scope of this project consists of Full Depth Reclamation for approximately 6.58 miles.

202-P01 EXISTING SIGNS: Salvage the existing speed limit and weight limit signs. Stack the

signs neatly near the right of way line for retrieval by the Owner. 203-P01 DISCRETIONARY SUBCUT: If the Engineer determines that an area of the roadway

is unstable, that area shall be subcut according to the discretionary subcut detail. 1500 LF of discretionary Subcut has been added to the quantities to be used at the

discretion of the Engineer. For purposes of estimating quantities, it has been assumed there will be (5) separate 300 LF discretionary subcut sections.

Type R1 material will be placed under the Class 5 aggregate with a width of 40 LF. 203-P02 TOPSOIL: Top soil should be removed from all areas to be reclaimed. After

Reclamation is complete, place topsoil against the reclaimed slough. Plan Quantity will be used as the measurement for payment. 302-P01 AGGREGATE SURFACE COURSE CL13: Aggregate Surface Course CL 13 shall be

placed after full depth reclamation and surface is shaped to 4% normal crown. Aggregate Surface Course CL 13 shall have a Plasticity Index (PI) ranging from 4 to

9 and meet the requirements of Section 816.02, “Miscellaneous Aggregates”. The PI is to be determined in accordance with test ND T90, “Determining the Plastic

Limit and Plasticity Index”. A contract adjustment will be administered if the PI is not within the specified range.

The adjustments will be calculated as follows: PI Adjustment Factor = 5 percent x (Average of 3 Samples – Allowable PI) If the PI is determined to be greater than 12, the material will be rejected. 306-P01 FULL DEPTH RECLEMATION: The entire asphalt surface including sloughs shall be

blended without leaving any slivers of unblended material. Full Depth Reclamation will be paid at plan quantity.

Equipment used in the Full Depth Reclamation shall be able to process 5” - 7” asphalt

depth and 2” - 4” base section depth in a single pass. The Contractor shall reclaim approach asphalt, as marked by the Engineer, during

the Full Depth Reclamation and incorporate the material into the roadway and approach. Payment for doing this will be by plan quantity for Full Depth Reclamation. An additional 1,159 SY of Full Depth Reclamation has been added to the plan quantity for approach reclamation.

After the full depth reclamation and prior to the placement of the Aggregate Surface

Course CL 13, proof-roll both lanes of the entire project length with a fully loaded tandem axle dump truck with a minimum gross weight of 25 tons. No rutting greater than 1.5 inches, and no "pumping" of the soil behind the loaded truck is allowed. Pumping is defined as the mixing of the reclaimed material with the subgrade soils.

704-P01 TRAFFIC CONTROL: The traffic control devices list has been developed using the

following layouts on the Standard Drawing for traffic control:

1. Standards D-704-7, 8, 9, 10, 11, 13, 14, & 50 are applicable. 2. Standard D-704-15, Type A for traffic control of two way traffic with a pilot car for

full depth reclamation and surface aggregate placement. 3. Standard D-704-19, Type F for traffic control at subcuts areas. 4. Standard D-704-20, use for Terminal Layout. 5. Standard D-704-22, Type K for trucks entering. 6. Standard D-704-26 Type EE, FF and GG to be installed where conditions exist. 7. Standard D-704-30, to be installed where conditions exist.

704-P02 TRAFFIC CONTROL: At the end of each day’s operations, the 24 foot wide traveled

way shall be clear of obstructions and not have a drop off in excess of 2 inches. A 10 foot wide clear zone on each side of the traveled way shall be clear of obstacles and have a slope no steeper than 4:1 or steeper than the existing in-slope.

920-P01 DUST PALLIATIVE MATERIAL: Water used in the solution shall be free of

contaminants that could adversely affect either field material performance or the environment.

Furnish either magnesium chloride or calcium chloride in a liquid state. Submit a

Certificate of Compliance that meets the requirements of Section 106.01.C, before placing any solution on the roadway.

Magnesium Chloride solutions shall contain 30 percent or more magnesium chloride

by weight, less than 1 percent calcium chloride by weight, and less than 1 percent sodium chloride by weight.

Calcium Chloride solutions shall contain 35 percent or more calcium chloride by

weight, less than 1 percent magnesium chloride by weight, and less than 1 percent sodium chloride by weight.



John Sauber, Jr.

Registration Number

PE-3914,

on 02/02/18 and the original


Mountrail County Auditor’s

Office, Stanley, North Dakota

NOTES


SHEET NO.

ND SC-3114(055) 6 2

920-P01 (Continued) The Engineer will test the material on site with a hydrometer. Apply chemicals in two (2) separate applications of equal rate. Chemicals shall not

be applied during periods of rain, nor if rain is expected within 12 hours of application, nor where the surface to be sprayed is in a saturated condition.

After shaping and compacting the surface to be treated, apply a sufficient amount of

water to penetrate at least 2 inches. After this pre-wetting and while the surface is still moist but not muddy, apply the first application of the chemical uniformly over that surface at the following rate: 0.25 gallons/square yard. After the first application of the material has soaked into the surface, apply the second application of the chemical uniformly over the surface at the following rate: 0.25 gallons/square yard. The estimate of quantities is based off 0.50 gallons/square yard applied 29.3 feet wide.

The unit price for each gallon of applicable solution will be payment in full for

supplying, delivering, and applying chemical on the road and for performing all operations necessary or incidental thereto. Pre-wetting will be paid for at the unit price bid for “Water”.

The chemical distributor shall be capable of maintaining a constant application rate

regardless of the speed the distributor is traveling and shall be provided with the following minimum equipment:

(1) A pump capable of developing a constant uniform pressure in the spray bar. (2) A rear or center mounted spray bar having a positive and instant shut off, which

can be set parallel to the surface. (3) Spray bar nozzles, which shall ensure uniform fan shaped spray without

atomization, shall all be of the same manufacturers and sizes. (4) A strainer installed in the feed system to prevent clogging of the spray bar and

nozzles. (5) A measuring devise such as a transparent standpipe shall be located at the front

or the rear of the tank and be accurately graduated in increments so as to be able to verify quantities delivered and distributed. Provision shall be made to allow the Engineer to verify the accuracy.

(6) The spray monitor and controller shall be calibrated for the type of material being applied and capable of determining variable application rate.



John Sauber Jr.

Registration Number

PE-3914,

on 02/02/18 and the original


Mountrail County Auditor’s

Office, Stanley, North Dakota

Basis of Estimate

0.50 Gal/SY29.3' Width

-Dust Palliative Material-

the shoulder, throughout the entire roadway.*Quantity based off of a disturbance of 6' off of

-Seeding-

and a depth of 4", throughout the entire roadway.*Quantity based off of a removal of 2' off the shoulder,

-Top Soil-

a distance of 5' from the shoulder of road.*Approaches are estimated to be reclaimed for

of 32.0' was used to determine the plan quantity.*Width Varies between 31' and 33.5'. An average width

-Full Depth Reclamation-

25 MGal/Mile for Dust Palliative20 Gal/Ton for Aggregates and Reclaimed Material

-Water-

1.875 Ton/CY

-Aggregate Base Course CL 5-

4 Low Volume Public Road - 19.1 Ton/Approach5 Private Drives - 10.0 Ton/Approach26 Field Drives - 7.8 Ton/Approach

Mainline - 1,752.7 Ton/Mile

1.875 Ton/CY

-Aggregate Surface Course CL 13 Modified-

Quantities

STATE PROJECT NO.

ND

NO.

SHEET

NO.

SECTION




on and the original

PE- ,

Registration Number



John Sauber, Jr.

3914

02/02/18

SC-3114(055) 8 1

Quantities and Basis of Estimate

Full Depth Reclamation

County Route 2

Mountrail County

20:1 Tran

sition20:1 Transition

20:1 Tran

sition20:1 Transition

SUBCUT - REMOVAL

SUBCUT - BACKFILL

Varies

8" Blended Material

24" Deep Common Excavation - Subcut

Varies

8" Blended Material

24" Deep Aggregate Base Course CL 5

STATE PROJECT NO.

ND

NO.

SHEET

NO.

SECTION




on and the original

PE- ,

Registration Number



John Sauber, Jr.

3914

02/02/18

SC-3114(055) 20 1

Discretionary Subcut Detail


County Route 2

Mountrail County

Private Drives

Low Volume Public Roads

Field Drives

24'

40'

104'

40'R

24'

25'

74'

25'R

50'

18'

25'

27.5'R

STATE PROJECT NO.

ND

NO.

SHEET

NO.

SECTION




on and the original

PE- ,

Registration Number



John Sauber, Jr.

3914

02/02/18

SC-3114(055) 20 2

Driveway Aggregate Surfacing Details

Full Depth Reclemation

County Route 2

Mountrail County

Approx. 4:1App

rox. 4:1

4.0%* 4.0%*

4.0%* 4.0%*

4:1 4:1

Match existing super - elevations and transitions.*Normal road crown should be 4.0% in tangent section areas.

Match existing super elevations and transitions.*Normal road crown should be 4.0% in tangent section areas.

Final Typical Section

Intermediate Typical Section - Full Depth Reclamation

Existing Typical Section

(See sheet 8-1 Basis of Estimate)

Sta. 1+88 to Sta. 358+87

Sta. 1+88 to Sta. 10+13 and Sta. 19+85 to Sta. 358+87

Sta. 1+88 to Sta. 358+87

2% 2%

32' Total Asphalt Width

24' Asphalt Top Width

Bituminous Surfacing Depth Varies Between 5"-7"

Gravel Base Depth Varies Between 2"-4"

32' Full Depth Reclamation

Reclaim Minimum 8" Section Depth

28' Top Width

Area = 4.78 sq. ft.

2" Aggregate Surface Course CL 13 Modified

28' Dust Pallative Width

.67'.67'

STATE PROJECT NO.

ND

NO.

SHEET

NO.

SECTION




on and the original

PE- ,

Registration Number



John Sauber, Jr.

3914

02/02/18

SC-3114(055) 30 1

Typical Sections


County Route 2

Mountrail County

SECTION SHEET

NO. NO.

100 1

D3-36 36"x6" STREET NAME SIGN (Sign and installation only) 6 48"x48" SHOULDER WORK

G20-1-60 60"x24" ROAD WORK NEXT __ MILES 34 48"x48" RIGHT or LEFT SHOULDER CLOSED

G20-1b-60 60"x24" WORK IN PROGRESS/ NO WORK IN PROGRESS (Sign and installation only) 26 48"x48" RIGHT or LEFT SHOULDER CLOSED AHEAD or __ FT.

G20-2-48 48"x24" END ROAD WORK 5 19 95 48"x48" SURVEY CREW AHEAD

G20-4-36 36"x18" PILOT CAR FOLLOW ME (Mounted to back of pilot car) 1 18 18 48"x48" BRIDGE PAINTING AHEAD or __ FT.

G20-10-108 108"x48" CONTRACTOR SIGN 64 48"x48" MATERIAL ON ROADWAY 70

G20-50a-72 72"x36" ROAD WORK NEXT __ MILES RT & LT ARROWS 4 37 148 48"x48" FRESH OIL LOOSE ROCK

G20-52a-72 72"x24" ROAD WORK NEXT __ MILES RT or LT ARROW 3 30 90 24"x24" TAKE TURNS (6" D letters) (Mounted on stop sign post)

G20-55-96 96"x48" SPEED LIMIT ENFORCED - MINIMUM FEE $80 WHEN WORKERS PRESENT 59

M1-1-36 36"x36" INTERSTATE ROUTE MARKER (Post and installation only) 10

M1-4-24 24"x24" U.S. ROUTE MARKER (Post and installation only) 10

M1-5-24 24"x24" STATE ROUTE MARKER (Post and installation only) 10

M3-1-24 24"x12" NORTH (Mounted on route marker post) 7

M3-2-24 24"x12" EAST (Mounted on route marker post) 7

M3-3-24 24"x12" SOUTH (Mounted on route marker post) 7

M3-4-24 24"x12" WEST (Mounted on route marker post) 7

M4-8-24 24"x12" DETOUR (Mounted on route marker post) 7

M4-9-30 30"x24" DETOUR ARROW RIGHT or LEFT/AHD AND RT or LT 15

M4-10-48 48"x18" DETOUR ARROW RIGHT or LEFT 23

M5-1-21 21"x15" ARROW AHD AND RT or LT(Mounted on route marker post) 7

M5-2-21 21"x15" ARROW AHD UP & RT or LT (Mounted on route marker post) 7

M6-1-21 21"x15" ARROW RT or LT (Mounted on route marker post) 7

M6-2-21 21"x15" ARROW UP & RT or LT (Mounted on route marker post) 7

M6-3-21 21"x15" ARROW AHD (Mounted on route marker post) 7

R1-1-48 48"x48" STOP 2 32 64

R1-1a-18 18"x18" STOP and SLOW PADDLE Back to Back 4 5 20

R1-2-60 60"x60" YIELD 29

R2-1-48 48"x60" SPEED LIMIT __ 9 39 351

R2-1a-24 24"x18" MINIMUM FEE $80 (Mounted on Speed Limit post) 8 10 80 SPECIAL SIGNS

R3-7-48 48"x48" LEFT or RIGHT LANE MUST TURN LEFT or RIGHT 35

R4-1-48 48"x60" DO NOT PASS 2 39 78

R4-7-48 48"x60" KEEP RIGHT SYMBOL 39

R5-1-48 48"x48" DO NOT ENTER 35

R6-1-36 36"x12" ONE WAY RIGHT or LEFT 13

R7-1-12 12"x18" NO PARKING 11

R10-6-24 24"x36" STOP HERE ON RED 16

R11-2-48 48"x30" ROAD CLOSED 28

R11-2a-48 48"x30" STREET CLOSED 28

R11-3a-60 60"x30" ROAD CLOSED __ MILES AHEAD LOCAL TRAFFIC ONLY 31

R11-3c-60 60"x30" STREET CLOSED __ MILES AHEAD LOCAL TRAFFIC ONLY 31

R11-4a-60 60"x30" STREET CLOSED TO THRU TRAFFIC 31

W1-3-48 48"x48" RIGHT or LEFT SHARP REVERSE CURVE ARROW 35

W1-4-48 48"x48" RIGHT or LEFT REVERSE CURVE ARROW 35

W1-4b-48 48"x48" DOUBLE RIGHT or LEFT REVERSE CURVE ARROW 35

W1-6-48 48"x24" LARGE ARROW 26

W3-1-48 48"x48" STOP AHEAD SYMBOL 35

W3-3-48 48"x48" SIGNAL AHEAD SYMBOL 35 TRAFFIC CONTROL SIGNS TOTAL UNITS

W3-4-48 48"x48" BE PREPARED TO STOP 2 35 70

W3-5-48 48"x48" SPEED REDUCTION AHEAD 2 35 70

W4-2-48 48"x48" RIGHT or LEFT LANE TRANSITION SYMBOL 35

W5-1-48 48"x48" ROAD NARROWS 35

W5-8-48 48"x48" THRU TRAFFIC RIGHT LANE 35

W5-9-48 48"x48" ROAD WORK TRAFFIC ONLY DOWN & LT or RT ARROW 35

W6-3-48 48"x48" TWO WAY TRAFFIC SYMBOL 35

W8-1-48 48"x48" BUMP 4 35 140

W8-3-48 48"x48" PAVEMENT ENDS 2 35 70

W8-7-48 48"x48" LOOSE GRAVEL 35

W8-9a-48 48"x48" SHOULDER DROP-OFF 35

W8-11-48 48"x48" UNEVEN LANES 2 35 70

W8-12-48 48"x48" NO CENTER STRIPE 2 35 70

W8-53-48 48"x48" TRUCKS ENTERING HIGHWAY 35

W8-54-48 48"x48" TRUCKS ENTERING AHEAD or __ FT. 2 35 70

W8-55-48 48"x48" TRUCKS CROSSING AHEAD or __ FT. 35

W8-56-48 48"x48" TRUCKS EXITING HIGHWAY 35

W9-3a-48 48"x48" CENTER LANE CLOSED SYMBOL 35

W12-2-48 48"x48" LOW CLEARANCE SYMBOL 35

W13-1-24 24"x24" __ MPH ADVISORY SPEED PLATE (Mounted on warning sign post) 11

W13-4-48 48"x60" RAMP ARROW 39

W14-3-48 48"x36" NO PASSING ZONE 23

W20-1-48 48"x48" ROAD WORK AHEAD or _FT or _ MILE 2 35 70

W20-2-48 48"x48" DETOUR AHEAD or __ FT 35

W20-3-48 48"x48" ROAD or STREET CLOSED AHEAD or __ FT. 35

W20-4-48 48"x48" ONE LANE ROAD AHEAD or __ FT. 2 35 70

W20-5-48 48"x48" RIGHT or LEFT LANE CLOSED AHEAD or __ FT. 35

W20-7a-48 48"x48" FLAGGING SYMBOL 4 35 140

W20-7k-24 24"x18" __ FEET (Mounted on warning sign post) 10

W20-8-48 48"x48" STREET CLOSED 35

W20-51-48 48"x48" EQUIPMENT WORKING 35

W20-52-54 54"x12" NEXT __ MILES (Mounted on warning sign post) 2 12 24

W21-1a-48 48"x48" WORKERS SYMBOL 35

W21-2-48 48"x48" FRESH OIL 35

W21-3-48 48"x48" ROAD MACHINERY AHEAD or __ FT 35

704-1041

TRAFFIC CONES

SF

762-0420

762-0430

ATTENUATION DEVICE-TYPE B-65


EACH

704-3501

704-3510

704-1080

704-1081

704-1085

704-1050

704-1051

704-1052 TYPE III BARRICADES

762-1500

TYPE I BARRICADES

TYPE II BARRICADES

OBLITERATION OF PVMT MK

SEQUENCING ARROW PANEL - TYPE C

SEQUENCING ARROW PANEL - TYPE C - CROSSOVER

TYPE B FLASHERS

PILOT CAR

PORTABLE PRECAST CONCRETE MED BARRIER

PRECAST CONCRETE MED BARRIER - STATE FURNISHED

RAISED PAVEMENT MARKERS

704-1087

704-1088

704-1095

704-1185

TUBULAR MARKERS

DELINEATOR

762-0200

704-1060 DELINEATOR DRUMS

VERTICAL PANELS - BACK TO BACK

SEQUENCING ARROW PANEL - TYPE A

SEQUENCING ARROW PANEL - TYPE B

SPEC & CODE

DESCRIPTION

FLAGGING704-0100 MHR

704-1000

SPEC &

CODEUNIT

EACH

MHR

LF

EACH

EACH

LF

EACH

LF

FLEXIBLE DELINEATORS

SHORT TERM 4IN LINE - TYPE R

SHORT TERM 4IN LINE - TYPE NR

704-1044

704-1043


704-1065

704-1067

704-1070

704-1072

704-1086

STAKABLE VERTICAL PANELS

EACH

EACH

EACH

EACH

EACH

EACH

EACH

EACH

772-2110 FLASHING BEACON - POST MOUNTED

EACH

18

EACH

EACH

EACH

EACH

EACH

EACH

EACH

QUANTITY

600

SIGN

NUMBER

SIGN

SIZEDESCRIPTION

AMOUNT

REQUIRED

W21-5b-48

W21-6a-48

W21-50-48

W21-51-48

W21-5a-48

W22-8-48

UNITS

PER

AMOUNT

UNITS

SUB

TOTAL

SIGN

NUMBER

35

35

352

SIGN

SIZE

W21-5-48

DESCRIPTION

35

SC-3114(055)

UNITS

PER

AMOUNT

35

11

35

AMOUNT

REQUIRED

NOTE:

If additional signs are

required, units will be

calculated using the formula

from Section III-19.06 of the

Design Manual.

http://www.dot.nd.gov/

1878

STATE

ND

PROJECT NO.

35

This document was

originally issued

and sealed by

John Sauber, Jr.,

Registration Number

PE-3914,

on 2/2/18 and the

original document

is stored at the Mountrail

County Auditor's Office

Stanley, North Dakota.

County Route 2

300

15


Traffic Control Devices List

UNITS

SUB

TOTAL

Mountrail County

2/2/2018 6:05 PM \\SAUBERSERVER\Sauber Engineering\Sauber Engineering\Projects\2017-22\TOC, Notes\100WZ_001_TCDL VERSION: 4.4.2008

AHEAD

ROAD

WORK

AHEAD

ROAD

WORK

END

ROAD WORK

NEXT MILES

ROAD WORK

4.7

NEXT MILES2

NEXT MILES

ROAD WORK

6.7NEXT MILES

ROAD WORK

6.7

NEXT MILES6.7

ROAD WORK

SPEED

25LIMIT

MINIMUM

FEE

$80

SPEEDLIMIT

25

NEXT MILES

ROAD WORK

0.7

NEXT MILES6NEXT MILES

ROAD WORK

4

NEXT MILES2.7

NEXT MILES

ROAD WORK

2.7

NEXT MILES4

SPEEDLIMIT

25

SPEED

25LIMIT

MINIMUM

FEE

$80

SPEED

25LIMIT

MINIMUM

FEE

$80

SPEED

25LIMIT

MINIMUM

FEE

$80

SPEED

25LIMIT

MINIMUM

FEE

$80

SPEED

25LIMIT

MINIMUM

FEE

$80

SPEED

25LIMIT

MINIMUM

FEE

$80

SPEED

25LIMIT

MINIMUM

FEE

$80

SPEED

45LIMIT

R2-1-48

R2-1a-24 W3-5-48

See Std Dwg D-704-20 for sign spacing

W20-1-48

G20-2-48

R2-1-48

R2-1-48

R2-1a-24

G20-52a-72G20-52a-72

G20-52a-72

G20-50a-72

G20-50a-72G20-50a-72

G20-50a-72

G20-2-48

END

ROAD WORK

W20-1-48 R2-1-48

R2-1a-24

R2-1-48

R2-1a-24

R2-1-48

R2-1a-24

R2-1-48

R2-1a-24

R2-1-48

R2-1a-24

R2-1-48

R2-1a-24W3-5-48

See Std Dwg D-704-20 for sign spacing

G20-2-48

END

ROAD WORK

G20-2-48

END

ROAD WORK

END

ROAD WORK

G20-2-48

standard drawings when installing the Traffic Control Signing.The Contractor will be required to conform to MUTCD and theThe sign Layout as shown is for general informational purposes only.Note:

Traffic Control

NEXT MILES00

W20-52-54

NEXT MILES00

W20-52-54

STATE PROJECT NO.

ND

NO.

SHEET

NO.

SECTION




on and the original

PE- ,

Registration Number



John Sauber, Jr.

3914

02/02/18

SC-3114(055) 100 2

Traffic Control


County Route 2

Mountrail County

1 OM3-R & 1 OM3-L at Sta. 129+26 (Lt & Rt)

1 OM3-R & 1 OM3-L at Sta.123+86 (Lt & Rt)

1 OM3-L at Sta. 94+16 (Lt)

1 OM3-R at Sta. 93+96 (Lt)



Object Marker III - Installation Locations

Place 10 Sign Panels and Supports

STATE PROJECT NO.

ND

NO.

SHEET

NO.

SECTION

of Transportation

North Dakota Department


on and the original

PE- ,

Registration Number



John Sauber, Jr.

3914

02/02/18

SC-3114(055) 110 1

Sign Summary


County Route 2

Mountrail County

Sign Summary

STATE PROJECT NO.

ND

NO.

SHEET

NO.

SECTION




on and the original

PE- ,

Registration Number



SC-3114(055) 110 2

Permanent Sign Layout


County Route 2

Mountrail County

John Sauber, Jr.

3914

02/02/18

Assembly No. 19Panel & Support

New SignW1-4R-30

Sta. 187+41 Lt

Panel & SupportRemove Sign

W1-2L-30Sta. 105+34 Rt


W1-2L-30Sta. 359+55 Rt


W1-2R-30Sta. 187+41 Lt

SPEED

45LIMIT


New SignR2-1-24

Sta. 359+55


New SignW1-2L-30

Sta. 105+34 Rt


W1-2R-30Sta. 130+34 Rt


W1-4R-30Sta. 160+03 Rt


New SignW1-2R-30

Sta. 130+34 Rt


New SignW1-4R-30

Sta. 160+03 Rt


New SignW1-2L-30

Sta. 359+55 Rt


W1-2R-30Sta. 121+81 Lt


New SignW1-2R-30

Sta. 121+81 Lt


W1-2L-30Sta. 151+05 Lt


New SignW1-2L-30

Sta. 151+05 Lt

SPEED

35LIMIT


R2-1-24Sta. 359+55

MAX

105,500 LBS

Weight

Legal

By


New SignR12-2-24

Sta. 358+05

LIMIT

WEIGHT

AXLE

6 TONS


R12-2-24Sta. 358+05

SPEED

35LIMIT


R2-1-24Sta. 1+41

MAX

105,500 LBS

Weight

Legal

By


New SignR12-2-24Sta. 2+91

LIMIT

WEIGHT

AXLE

6 TONS


R12-2-24Sta. 2+91

SPEED

45LIMIT


New SignR2-1-24Sta. 1+41

Top Post Receiver Data Table

A B C D E FSizes (B)

Square Post

Perforated Tube

Slip Base Assembly

Multi-Directional

Bolt Retainer for Base Connection

Ground line

Ground line

12"

25"

15"

3"

4"

"21

"87

"211

2"

2"

"211

"43

1"

"212

8"

"1696

"16155

"16156

"43

60"

6"

6" 6"

3" 3"

4"

24"

1"

1"

12"

6" 6"

7"

1"

1"

"16115

12"

"3293 "32

93

"1652

"833

"1611

"16115

D

E

E

F

"1652

"833

"1611

"1671

"3293 "32

93

"1696

C

A

A

B

A A

60^

6" dia.

6" dia.

6" dia.

9" 9"

60^

Traffic Flo

w

Anchor unit

Ground line

Anchor unit

Post sleeve

"214

Traffic Flo

w

"1671

of Posts

Number

Gauge

ness

Thick-

Wall

Gauge

ness

Thick-

Wall

Base

Slip Gauge

Standard

U.S.

1

1

1

1

1

1

2

2

2

3 & 4

3 & 4

3 & 4

3 & 4

3 & 4

2 12

12

12

12

12

12

12

12

12

12

10

10

10

12

12

12

12

10

No

No

Yes

Yes

Yes

Yes

Yes

Yes

Yes

Yes

Yes

0.105

0.105

0.105

0.135

0.135

12

12

12

12

10

10

1.702

2.416

2.773

3.432

3.141

4.006

0.129

0.372

0.561

0.605

0.804

0.979

0.380

0.590

0.695

0.841

0.803

1.010

0.172

0.372

0.499

0.590

0.643

"3291

"6491

"212

"212

"1653

"3213

"85

"3225

"32211

"64331

"431

"871

"x10 ga.212

"x10 ga.1632

"-13 gr. 8 serrated flange nut21

" U.S.S. steel flat washer21

" stainless release bushing21

" U.S.S. steel flat washer21

" gr. 8 flange bolt43"x22

1

"83

"163

"83

washer and lock washer

" dia. bolt with83

and lock washer or rivet

" dia. bolt with washer83

and lock washer

" dia. bolt with washer83

" dia.169

" dia.212

" Reprocessed Teflon321Bolt Retainer-

in.

of Inertia

Moment

2 x 2

(A)

Telescoping Perforated Tube

163 x 216

32

21 x 22

12

21 x 22

12

41 x 24

12

21 x 12

11

4 2 3in.

Modulus

Section

in.

Sec. Area

Cross

in.

Size

Post

in.

Size

Sleeve

in.

Base

Slip

without

Size

Anchor

412

212

412

412

1632

412

212

212

412

212

412

212

212

212

212

412

212

in.

Thickness

Wall

lbs.

per Foot

Weight

2

2

412

212

2 12 Yes212

2 12 Yes412

2 12 12 Yes4122

12

2 12

10

3

2

No

No

0.105

0.785

Anchor unit

" teflon bolt retainer321

4" max.

4" max.

Anchor Unit and Post Assembly

Top Post Receiver

Bottom Soil Stub

in.

Size

Tube

Properties of Telescoping Perforated Tube

60"

"165R=

"165R=

and Post Sleeve Assembly

Slip Base Anchor Unit

Multi-Directional

Plate - ASTM A572 grade 50

Stabilizing Wing - 7 gauge H.R.P.O. ASTM A1011

Tube - 3"x3"x7 gauge ASTM A500 grade B tube

" ASTM A36 structural angle83"x2

1"x221Angle Receiver - 2

Plate - ASTM A572 grade 50

5. Provide more than 7' between the first and fourth posts of a four post sign.

4. In concrete sidewalk, use same anchor without wings.

measurement above and below post location and back and ahead of post.

3. Provide 4" vertical clearance for anchor or breakaway base. Measure the 4"x60"

2. Use anchor with 43.9 KSI yield strength and 59.3 KSI tensile strength.

1. Torque slip base bolts as specified by manufacturer.

Notes:

post installation)

anchor plate (one

Minimum 10 guage

post installation)

anchor plate (two

Minimum 10 guage

"x10 ga.21"x10 ga. into 216

3(B) For additional wind load, insert the 2

(A) Use breakaway base when support is placed in weak soils. Engineer determines if soils are weak.

9-27-17 Updated to active voice

2-28-14

2930

BREAKAWAY SYSTEMS FOR CONSTRUCTION ZONE SIGNS D-704-7

REVISIONS

DATE CHANGE

DEPARTMENT OF TRANSPORTATION

NORTH DAKOTA

of Transportation



on and the original

PE- ,

Registration Number



Roger Weigel,

9/27/2017

Front View Side View

Anchor unit

Ground line1"

"43 1" 4" 1.938" 8.562" .875"

1"

.375".375"

17.125"

1"

U-Channel Post

Retainer strap

Anchor unit

4"

38"

42"

Ground line

38"

4"

Retainer Strap Detail

Sign post

Sig

n p

ost

Sig

n p

ost

Anchor unit

Back View

Sign post

Ground line

Sign post

Ground line

16" min.

18" min.

2" max.

Alternate A

Breakaway U-Channel Detail

Detail A

(see detail)

Retainer strap

See Detail A

See Alt. A Note 4

See Alt. A Note 1c

(see Alt. A Note 1b)

Retainer strap

(see Alt. A Note 3)

and lock washer

Grade 8 bolt, nut,

(see Alt. A Note 3)

and lock washer

Grade 8 bolt, nut,

18"

Note 4

See Alt. Aanchor unit

and on back side of

front side of sign post

Retainer strap is on

(60" min.)

Anchor unit

(42" min.)

Anchor unit

lock washers

lock nuts and

2- bolts grade 5,

lock washers

lock nuts and

2- bolts grade 5,

lock washers

lock nuts and

2- bolts grade 5,

lock washers

lock nuts and

2- bolts grade 5,

(2.5 and 3 lb/ft)

Alternate C

Breakaway U-Channel Splice Detail

(2.5 and 3 lb/ft)

Alternate B

Breakaway U-Channel Splice Detail

Install a maximum of 3 posts within 7'. Install a maximum of 3 posts within 7'.

Install a maximum of 2 posts within 7'.

bolts have full contact across the entire width.

5. Properly nest base post, strap, and sign post. Proper nesting occurs when all flat surfaces of the base post, strap, and sign post at the

"x2" bolt (this fastens sign post to retainer strap).1654. Complete assembly by tightening

b) Alternately tighten two connector bolts.

"x2" bolt, lock washer and nut in bottom of sign post to facilitate alignment of sign post with proper hole in anchor unit.165a) Place 3.

b) Rotate strap to vertical position.

a) Drive anchor unit to 4" above ground.2.

d) Rotate strap 90° to left.

"x2" bolt, lock washer and nut.165c) Assemble strap to back of anchor unit using

b) Establish proper assembly by lining up bottom hole of retainer strap with 6th hole from the top of the anchor unit.

a) Drive anchor unit to within 12" of ground level. 1.

Alternate A Steps of Installation:


REVISIONS

DATE CHANGE


NORTH DAKOTA

of Transportation



on and the original

PE- ,

Registration Number


This document was originally2-28-14

2930

BREAKAWAY SYSTEMS FOR CONSTRUCTION ZONE SIGNS D-704-8

Roger Weigel,

9/27/2017

3.15" 29.7" 3.15"

36"

4.5"

9"B

4.5"

18"

8-17-17 Added sign & background color

Background: orange

Legend: black (non-refl)

48"

"216"8

75

"83

"85

"211R

24"

"433

"433

"214

6"C

6"C

20""4119

"4316 18"

2""212

Background: orange


"4124"16

324 24"

"433

"214

"433

6"C

6"C

60"

"211R

"83

"85

19"19"

G20-1-60

Background: orange


24"

"433

"214

"433

6"C

6"C

60"

"85

"83

"211R

"161515"16

1515

G20-1b-60

Background: orange


G20-50a-72

36"

5"

4"

5"

6"C

72"

19"19"

6"C

4"

6"C

33""16715"8

514

"16152 "16

152

"1671533" "8

514

"85

"87

"412R

Background: orange


G20-52a-72

"1671533" "8

514

"16152

19"19"

"85

"83

"211R

24"

"214

3"

"214

6"C

6"C

72"

G20-55-96

Background: orange


48"

"16157

3"

"1677

5"C

6"C

"1675

6"C

96"

"411

"16155

"163336""8

1166""16720

"8740"8

740

"161116""16

927 13"6"

"161331"16

1331

"163245""2

1255""16714

"16137"16

137

3"R

"43

"411

G20-2-48

G20-52a-72

G20-50a-72

"852

"415"8

39

"21R

"83

3"

3"

30"

"213

"213

36"

Background: orange


"212

6"C

G20-4b-36

"16514 "8

711

"2131"

"16158

"16158

"1616

"1616

"21

"43

48"

48"

1"

"435

E5-1-48

See ARROW DETAILS

See ARROW DETAILS

ARROW DETAILS

"16922"16

922

"161314"16

1314

3"R

10"EM

"435

"161518

"217

"161314"4

312

60°

"43R

"4113"4

316

"211

"838

"838

"214

14"

30"

"43R

"/ft21

Taper

6"C

6"C

"212

"871R

Background: orange


24"

4"

5"D

"83

"85

"211R

12""2111

8"

7"

9"9" See ARROW DETAILS

M4-9-30

M4-9(L or R)-30 &

"1611R

"1611R

4"

4"

"874

"817"16

9

"213

"431

6"4"

4"

"8710 "8

17

"169

9"

"213

"213

"215

Advanced Right or Left

M4-9(L or R)-30

Straight

M4-9-30

"32315

"32315

4"

4"

"817"8

710

"213

"169

"1611R

Right or Left

M4-9(L or R)-30

"431

E5-1(L or R)-48

(A)

or left.

Arrow may be right or left of the legend to indicate construction to the right (A)

NOTES:

See ARROW DETAILS

Background: orange


M4-8-36

Background: green (orange optional)

Legend: white

30"

REVISIONS

DATE CHANGE


NORTH DAKOTA

of Transportation



on and the original

PE- ,

Registration Number



2930

CONSTRUCTION SIGN DETAILS D-704-9TERMINAL AND GUIDE SIGNS

Roger Weigel,

8/17/17

Background: white


18"18"

19"19"

48"

30"

"21

"43

5"

4"

5"

Background: white


R11-2a-48

Background: white


R11-4a-60

30"

60"

"871R

"2122 "16

524

1"3"

"413

3"

"4124"4

124

"21

"43

"871R

4"

"212

"212

4"

6"C

6"C

5"C

8"D

8"D

Background: white


60"

1"3"

"2122 "16

524

"43

"21

"871R

3""815

R11-3c-60

Background: white


30"

4"

"833

"833

"414

4"C

6"C

5"C

"8512"8

53 "871

"8317

"8113 3" 10"8" 11"

"213

24"

5"

5"

5"D

5"D

24"

4"

"1618

"16137

"83

"85

"16139

"1699

"211R

"818

"818

18"

"1653

"1653

"1693

"83

"85

24"

"212

"212

"1693

"211R

3"D

2"

3"D

2"

3"D

R1-50P-24

R2-1aP-24

REVISIONS

DATE CHANGE


NORTH DAKOTA

of Transportation



on and the original

PE- ,

Registration Number



D-704-10

2930

CONSTRUCTION SIGN DETAILS

REGULATORY SIGNS

Roger Weigel,

8/17/17

8-17-17 Revised sign number

Background: orange


48"

48"

3"R

15"15"

"16114"16

114

"873

3"

6"C

6"C

6"C

3"

3"

48"

W22-8-48

Background: orange


1"

3"R

48"

7"C

7"C

"411

"43

"411

6"C

6"C

6"C

"411

"43

3"R

48"

48"

W8-56-48

Background: orange


"213

"8112"16

312

"16151112"

"871314"

Background: orange


48"

"4116"4

116

"4121"4

121

7"C

7"C

4"

"43

"411

3"R

48"

"214

W20-51-48

Background: orange


54"

"16322"16

322

12"

3"

6"C

3"

W20-52P-54

"83"16

7

WORD LETTER SPACING

AHEAD Standard

Standard

Standard

Standard

Standard

200 FT

350 FT

500 FT

1000 FT

1500 FT

MILE21

1 MILE

6"D

6"D

48"

Background: orange


3"

"16151617"

"8313"16

513

"43

"411

3"R

48"

6"

6"

* DISTANCE MESSAGES

6"D

"873

W21-50-48

W21-51-48

"43

"161111"16

119

5"22" "21

"87183"

"1633 3"

"213

"213

"211R

Reduce 40%

Reduce 40%

Reduce 50%

ARROW DETAILS

Background: orange


W5-8-48

48"

48"

3"R

"879"8

79

"16116"16

116

"16111"16

111

"16119

"16119

"412

6"D

6"D

6"D

6"D

"214

"214

"214

W5-9-48

48"

W5-9-48

Background: orange


"1691

3"R

48"6"D

6"D

6"D

6"D

3"

3"

3"

"8310"8

310

"161310"16

1310

"16116"16

116

"8110"8

110

3"

"1617

"852

"83

"214

"167R

"412

"811

45°

"852

6"C

6"C

6"C

"213

"213

"212

3"R

48"

48"

W8-53-48

Background: orange


"16151112"

"16515"8

315

"871314"

"411

"43

"43

"411

"43

"411

6"C

6"C

"213

"213

"212

3"R

48"

48"

W8-54-48

Background: orange


"16151112"

"16515"8

315

"43

"411

W8-55-48

Background: orange


7"C

7"C

4"

4"

"43

"411

3"R

48"

48"

17"17"

14""161513

"213

7"C

6"C

"1693

"1693

DETAILS

See ARROW

*

*

*

8-17-17 Updated sign number

REVISIONS

DATE CHANGE


NORTH DAKOTA

of Transportation



on and the original

PE- ,

Registration Number



D-704-11

2930

CONSTRUCTION SIGN DETAILS

WARNING SIGNS

Roger Weigel,

8/17/17

TUBULAR MARKERVERTICAL PANEL

28" min

8" to 12"

4"

4"

TRAFFIC CONE

2" min

4" to 6"

36" min

18" min

DELINEATOR DRUM

6"

3" to 4"

28" min

2"

4"

4" to 6"

More than 36"

6" 6"

6' to 10'

8"

3'-0" to 3'-6"

45°

2' min

3'-0" to 3'-6"

45°

8"

8"

6" 6"45°

5' min

20"

20"

Varies

2" to 6"

3"

3"2"

45°

White retroreflective

Orange retroreflective


Orange


Orange

band (night use)


band (night use)


band (night use)


White retroreflectorized

Orange retroreflectorized



band (night use)


band (night use)




3"

3"

28"

2"

PLAN

ELEVATION

DETAIL A

FLEXIBLE DELINEATOR

"435'-2

"214'-1 5'-0"

12"

5'-0"

8"

"214'-7

2" to 6"

6' or 8'

(Aluminum Barricade Rails)

BARRICADE ASSEMBLY DETAIL

1'-8"

1'-8"

"431'-1 "4

34'-7

5'-0"

1'-8"

1'-8"

1'-4" 1'-6"

SIDE VIEW

SIDE VIEW

(Wood or Plastic Rails)

BARRICADE ASSEMBLY DETAIL

5'-0"

Orange

` Roadway

band


base

Surface mountable

45 lb sand bag

DETAIL)

(see BARRICADE BLADE

Aluminum barricade rail

hollow-profile plastic rails

1" x 8" wood slats or

Barricade rails

"41

Galv steel perforated tube

" x 14 gauge x 12"43" x 14

31

Sleeve

rail and upright (typ)

joining sign panel,

"| x 4" bolts 832 -

sleeve and upright (typ)

"| x 3" bolt joining 831 -


" x 5'-0"81" x 2

1" x 1211

Upright


" x 14 gauge x 5'-0"43" x 14

31

Skid

"4110

"4116

"| x 5" bolt83rail with

Attach to upright and

Horizontal brace


" X 12 gauge43" x 14

31

Sleeve


" x 12 gauge21" x 12

11

Upright


" x 12 gauge43" x 14

31

SkidGalv steel perforated tube

" x 12 gauge21" x 12

11

Horizontal brace

ELEVATION VIEW

ELEVATION VIEW

"414'-10

Flexible delineator

See DETAIL A

Pavement or ground Pavement or ground Pavement or ground

" OD (min)412

6" 6"

rails)

(9" for 6'-0"

rails)

(9" for 6'-0"

1'-9"4'-6"1'-9"

Orange

STACKABLEBACK TO BACK

36" min

12" max

24" min 36" min



6"

6"

45°

Orange

(min weight 30 lbs)

Molded rubber base

" | x 3" anchor83

NOTES)

(see INSTALLATION

Galvanized steel anchor

holeInstallation

4'-0"

2'-6"

5'-0"

2'-6"

8" min

Symmetrical

0.812"

0.24"

9"

0.094"

0.625"R

0.12"R

0.25"R

BARRICADE BLADE DETAIL

4" 4"

2"

6"

1"

1"

8"

3"

"83R

"21R

"| (typ)41

"| (typ)41

2"

SECTION VIEW

" min1611

One Direction Bi-Directional

" Fastener163

2" min

MOUNTING DETAIL

DELINEATORS

ELEVATION

4'

REFLECTOR DETAIL

Roadway surface

24"

2' to 8'

TYPE I BARRICADE TYPE II BARRICADE TYPE III BARRICADE

BARRICADE RAIL DETAILS

6'-0" (A)

assembly.

barricade

use with this

acceptable for

type of rail

This is the only NOTE:

8'-0" (6'-0" may be used without sign)

2.0 lb/ft max)(1.12 lb/ft min to Steel u-channel

(when applicable)

sign panel

0.100" Aluminum

(when applicable)

sign panel

0.080" Aluminum

"812'-5

"812'-5

With Sign

Without Sign 4 - 25 lb sandbags

6 - 25 lb sandbags

(see Table)

Ballast

(For each side of barricade support)

MINIMUM BALLAST

than 36", use a rail stripe width of 4".

area facing vehicular traffic. When the barricade length is less

with a minimum of 270 square inches of visible retroreflective

to pass. Place retroreflective sheeting on both sides of the rails

retroreflective stripes, sloping downward in the direction traffic is

For barricade markings use alternating orange and white NOTE:

barricade rail past the uprights.

extend no more than 1'-0" of the

rails: 1) use no sign panel, and 2)

Limitations when using 8'-0" barricade (A)

fastening device

sleeves - use no bolt or

Uprights slide inside

barricade rail

square washer on back side of

" x 1" hex head bolts with a 165with

Attach sign panel to top barricade rail

near the ends of the skids.

of 55 MPH. Sandbags assumed to be placed at or

Note: Number of sandbags based on a wind speed

Remove butyl as close as possible to pavement surface.

In lieu of bolted down base, use an 8" x 8" butyl pad or hot melt butyl. 3.

to bond to pavement surface.

For removal, remove anchors and fill installation hole with an epoxy designed 2.

specifications.

Drill installation holes to diameter and depth required by manufacturer's 1.

INSTALLATION NOTES:

top of drum.

not allow collection of debris. Do not place ballast on the

drum ribs or indentations. Use closed top drums that will

orange and white stripes. Avoid placement of stripes on

3" nonretroreflectorized spaces between the horizontal

the top stripe being orange for each drum. Do not exceed

Use a minimum of two orange and two white stripes with

white retroreflective stripes 4" to 6" wide for drum markings.

Provide horizontal, circumferential, alternating orange and

orange and white stripes.

Use maximum 3" nonretroreflectorized space between the

stripes for each cone with the top stripe being orange.

stripes. Use a minimum of two orange and two white

height by alternating orange and white retroreflective

Provide retroreflectorization of cones more than 36" in

white stripes with the top stripe being orange.

42" in height by alternating four 4" to 6" wide orange and

Provide retroreflectorization of tubular markers more than

bolts

uprights with 2" corner

Attach barricade rails to

stripe width of 6 inches.

material on the vertical panel is 36 inches or more, use a

Where the height of the retroreflective vehicular traffic.

minimum of 270 square inches of retroreflective area facing

Place retroreflective sheeting on both sides of panel with a

sloping downward in direction vehicular traffic is to pass.

Provide alternating orange and white retroreflective stripes,


10-3-13

D-704-13

2930

BARRICADE AND CHANNELIZING DEVICE DETAILS

REVISIONS

DATE CHANGE


NORTH DAKOTA

of Transportation



on and the original

PE- ,

Registration Number



Roger Weigel,

9/27/2017

15"

48" 48"

16"

16"

12"

6' min

shoulder

Edge of finished

lane

Edge of driving

6' to 16'

(secondary sign)Vertical clearance

(main sign)Vertical clearance

15"

48" 48"

16"

16"

18"

18"

6"

12"

4"

(urban areas)

Orange flags

3" 21"

60"

60"

24"

12"

12"

12"

15" 15"24"3"

3"

18"

54"

48"

12"

24"

12"

12" 12"24"

9"

12" 24" 12"

48"

12"

24"

18"

3"

3"

10"

20"

20"

10"

60"15"

30"3"

3"

24"

16"

16"

48"

15"

48"

12"

W16-2P-30

24"

30"

3"3"

3"

24"

3"

21"

18"

supports

Extend

48"

15"

15"

18"

30"3"

12"

24"15"

54"

15"

6"24"

24"

30"

3"3"

30"

3"

21"

24"

3"

48"

24" 12"12"

12"

24"

12"

48"

9"

3"

3"

24"

24"

54"

15" 15"24"3"

3"

18"

12"

24"

12"

48"supports

Extend

64"

24"12" 12"

6" 6"32"32"32"

108"

48"

16" 16"

96"

32"32"

12" 12"

72"

36"

24"24"

12" 12"

72"

24"24"

24"

12" 12"

60"

36" 12" 12"

48"

24"

"211

"211

"211

"21

12"

12"

"211

3"3" 24" "2

1

15"

"211

"211

12"

24"

"2110

21"

21"

36"

18"

18"

36"

18"3"

3"

3"

3"

6"

6"3"

3"

30"

15"

(48" x 48" diamond warning sign shown)

TYPICAL SECTION

R1-2-60 - YIELD SIGN

30" x 24" SIGN

(with R6-1-54 sign as required)

R1-1-48 - STOP SIGN

(with R6-1-54 sign as required)

48" x 48" SIGN

W14-3-64 - PENNANT SIGN

12"

(with 30" x 24" secondary sign)

48" x 48" DIAMOND SIGN

(with 30" x 30" secondary sign)

48" x 48" DIAMOND SIGN

DIAMOND SIGN

18" x 18"

108" x 48" SIGN 96" x 48" SIGN 72" x 36" SIGN 72" x 24" SIGN 60" x 24" SIGN 48" x 24" SIGN

18" 18"

24"3"

3"

36"

12"

24" x 36" SIGN

ASSEMBLY

ROUTE MARKER

24" x 24"

ASSEMBLY

ROUTE MARKER

36" x 36"

"4334




W13-1P-30

(main sign)Vertical clearance (main sign)

Vertical clearance







(secondary sign)Vertical clearance (main sign)

Vertical clearance


3"

24"

6"4"

20"

20"

4"

20"

20"

18"








48"

24"


24"

(main sign)Vertical clearance3"

18"

3"

18"

9""2

118"4

1

" plywood sign panel21

0.080" aluminum or

panel and supports

bolt (2 per support) joining sign

" A325 or equivalent 21"| x 316

5

"| x 5" bolt165with

Attach to upright

Horizontal brace

(ft)

Mounting Height

Sign Panel

4' x 4' sign panel

sandbags for

Number of 25 lb

5'

7' 10

(see Table)

Ballast

8

32"

9"

48"

panel and supports

bolt (2 per support) joining sign

"| x 3" A325 or equivalent 165

"41

(see Table)

Ballast

" plywood sign panel21

0.080" aluminum or

upright and sleeve

equivalent bolt joining

"| x 3" A325 or 165

(optional)

upright and sleeve

equivalent bolt joining

"| x 3" A325 or 165

72"

"8123

61'

HIGH-MOUNTING HEIGHT

PORTABLE SIGN SUPPORT

required)

(when

R6-1-54

required)

(when

W20-52P-54

LOW-MOUNTING HEIGHT

PORTABLE SIGN SUPPORT

" x 10 gauge21" x 22

12

Use minimum post size of

Steel perforated tube support

Steel perforated tube

" x 12 gauge21" x 344

1" x 2412

Horizontal brace


" x 12 gauge21" x 22

12

Sleeve


" x 12 gauge21" x 22

12

Skid


" x 12 gauge43" x 14

31

Sleeve


" x 12 gauge43" x 14

31

Skid


" x 12 gauge43" x 14

31

Upright

(For each side of sign support base)

MINIMUM BALLAST

78" max

12" min

32"


" x 12 gauge41" x 24

12

Upright

clearancevertical

minimum5' or 7'

clearance

vertical

for 7'

150" min

or

for 5'

126" min

the sign.

from face of the curb to near edge of

minimum horizontal distance of 2'

Note: In curb sections, place signs a

ends of skids.

speed of 55 MPH. Place sandbags at or near the

Note: The number of sandbags are based on a wind

details to a maximum surface area of 16 square feet.

LOW-MOUNTING HEIGHT and HIGH-MOUNTING HEIGHT

Restrict signs mounted on portable sign supports shown in the

and E5-1 is allowed for longer than 5 days.

R9-8 through R9-11a series, W1-6 through W1-8 series, M4-10,

failures, etc., will not accrue towards the 5 day period. Use of

circumstances, such as equipment breakdown, rain, subgrade

of the sign is not obstructed. Time delays caused by unforseen

portable signs for 5 days or less, is allowed as long as the view

Use of low-mounting height (minimum 12" vertical clearance)

within the pavement surface.

clearance stated above when it is necessary to place signs

Portable Signs: Provide portable signs that meet the vertical 6.

post for signs with an area exceeding 50 square feet.

Provide a minimum clearance of 7'-0" from the ground at the

vertical clearance stated above.

The vertical clearance to secondary signs is 1'-0" less than the

absence of a curb.

the top of the curb or from the near edge of the driving lane in

obstructed, install signs with a vertical clearance of 7'-0" from

pedestrian movements are likely or the view of the sign may be

5'-0" (see TYPICAL SECTION.) In areas where parking or

Vertical Clearance: Install signs with a vertical clearance of 5.

County - yellow legend on blue background

US and State - black legend on white background

Interstate Business Loop - white legend on green background

Interstate - white legend on blue background

used with:

a background and legend that match the route marker they are

signs, such as the cardinal direction and directional arrows, with

Route Marker Auxiliary Signs: Provide route marker auxiliary 4.

"Left" and "Right" message on lane closure sign)

signs on reflectorized plate (without borders) as required. (i.e.

Alternate Messages: Install and remove alternate message 3.

" bolts.83Punch all holes round for

plywood, or other approved material, except where noted.

" 21Sign Panels: Provide sign panels made of 0.100" aluminum, 2.

behind sign panels when used with u-posts.

Do not attach guy wires to sign supports. Attach wind beams

supports as a minimum.

" perforated tube 21" x 22

1Place signs over 50 square feet on 2

of 55 MPH.

secondary sign is 3.0 lb/ft. Post sizes based on a wind speed

u-channel, minimum post size for assemblies containing a

perforated tube, except where noted. When installing signs on

sizes are 2.5 lb/ft u-channel or 2" x 2" x 12 gauge steel

Sign Supports: Galvanize or paint supports. Minimum post 1.

NOTES:

required)

(when

R1-50P-24

(with R1-50P-24 sign as required)

R1-1-48 - STOP SIGN

required)

(when

R2-1aP-24

(with R2-1aP-24 sign as required)

48" x 48" SIGN

10-4-13

D-704-14

2930

CONSTRUCTION SIGN PUNCHING AND MOUNTING DETAILS

Roger Weigel,

REVISIONS

DATE CHANGE


NORTH DAKOTA

of Transportation



on and the original

PE- ,

Registration Number



11-14-13 Revised Note 6.


9/27/2017

AHEAD

ROAD

WORK

AHEAD

ROAD

WORK

AHEAD

ROAD

WORK

AHEAD

ROAD

WORK

NEXT MILES00

NEXT MILES00

BE

PREPARED

TO STOP

BE

PREPARED

TO STOP

XXXX FT

ROAD

WORK

CLOSED

ROAD

END

ROAD WORK

END

ROAD WORK

END

ROAD WORK

XXX FT

CLOSED

RIGHT LANE

XX MILE

CLOSED

LEFT LANE

XX MILE

CLOSED

RIGHT LANE

XXX FT

CLOSED

LEFT LANE

SPEED LIMIT ENFORCED

MINIMUM FEE $80WHEN WORKERS PRESENT



MINIMUM

FEE

$80

MINIMUM

FEE

$80

MINIMUM

FEE

$80

SPEEDLIMIT

XX

SPEED

XXLIMIT

SPEED

XXLIMIT

SPEED

XXLIMIT

SPEEDLIMIT

XX

SPEED

XXLIMIT

SPEEDLIMIT

XX

SPEED

XXLIMIT

M.P.H.

XX

SPEEDLIMIT

XX

SPEED

XXLIMIT

SPEED

XXLIMIT

SPEED

XXLIMIT

SPEED

XXLIMIT

M.P.H.

XX

SPEED

XXLIMIT

SPEEDLIMIT

XX

SPEED

XXLIMIT

SPEED

XXLIMIT



8-17-17 Updated notes & Speed Limit signs

Portable

(see note #7)

W20-52P-54

Portable

W3-4-48

Portable

W3-4-48

W20-1-48

Portable

W20-1-48

ends here

Interim pavement

roadways

hard surfaced

striping with

Short term

markin

g

pave

ment

existing

Obliterate

starts here

Interim pavement

W1-3(R)-48

or

W1-4(R)-48

W1-3(L)-48 W1-4(L)-48

R2-1-48

R2-1-48

arrow panel

Sequencing

R2-1-48

R2-1-48

(see note #7)

W20-52P-54

CLOSURE

TEMPORARY ROAD

TYPE A

4 lane undivided highway with half the roadway closed.

2S Ft A

21

A2

1

50' c to c

A

C

21

C2

1 B

21

B2

1

A4

3L +

pave

ment

markin

g

Obliterate

C21

C21

A2

1 A

21

B2

1 B

21

B2

1 B

21

L

Varies

L Min21

A2

1 A

21

A4

3L +

pave

ment

markin

g

Obliterate

A

21

A2

1

C21

C21

B2

1 B

21

B2

1 B

21

A2

1 A

21

L L Min

21

L Min

21

or less

mile

21

Work are

a

buffer space

Longitudinal

marking

pavement

or cover

Obliterate

KEY

Type III barricade

Sign

Delineator drum

Work area

Flagger

Sequencing arrow panel

Longitudinal Buffer Space

(mph)

Speed

Min (feet)

Length

202530354045505560657075

115155200250305360425495570645730820

Portable

W20-7-48

Portable

W20-7-48

(see note #4)

arrow panel

Sequencing

to back

Vertical panels backTubular markers

ROAD CLOSURE WITH A DIVERSION

TYPE B

HIGH SPEED HIGHWAY

HALF ROAD CLOSURE ON A MULTI-LANE,

TYPE C

Taper

Shoulder

Portable

W1-4(R)-48

2S Ft

1/2 C

1/2 C

Portable

R2-1-36

Portable

W3-5-48

2S Ft + A +

1/2

B

2S Ft + A +

1/2

B

Portable

R2-1-36

Portable

R2-1-36

1/2 C

1/2 C

A

1/2 B

1/2 B

A

1/2 B

1/2 B

Portable

W3-5-48

Portable

R2-1-36

needed on project using pilot car.

Signs G20-55-96 or R2-1a-24 not

(see note #6)

Post Mtd

R2-1-48

Post Mtd

W20-5-48

Post Mtd

W4-2(R)-48

Portable

W1-4(L)-48

(see note #5)

Post Mtd

R2-1-48

Post Mtd

G20-2-48

Post Mtd

W20-1-48

Post Mtd

G20-55-96

Post Mtd

W20-5-48

Post Mtd

W20-5-48

(see note #6)

(optional)

Post Mtd

R2-1-48

Post Mtd

W4-2(L)-48

Post Mtd

G20-2-48

Post Mtd

(optional)

W1-6-48

Barricade Mtd

W1-6-48

Barricade Mtd

R11-2-48

(see note #5)

Post Mtd

Post Mtd

W3-5-48

Post Mtd

W20-5-48

Post Mtd

W20-1-48

Post Mtd

W20-1-48Post Mtd

G20-55-96

Post Mtd

W3-5-48

(see note #5)

Post Mtd

R2-1-48

Post Mtd

(optional)

W1-6-48

Post Mtd

(optional)

W1-6-48

Post Mtd

G20-2-48

Post Mtd

G20-55-96

or

Post Mtd

W3-5-48

as conditions warrant

Space drums 25' c to c

as conditions warrant

Space drums 25' c to c

mile or less closure.21bridge and culvert installation with

provided (signing shown for one direction only). Use on

Two lane highway where roadway is closed and detour

and conditions dictate otherwise.

Recommend using 40 mph speed limit in vicinity of workers, unless location 13.

control, or the work is less than 15 days.

Sign G20-55-96 is not required if this standard is part of other traffic 12.

accordance with NDDOT Standard Specifications.

As an option, use portable sign supports in lieu of post mounted signs in 11.

Where necessary, engineer will determine safe speed.10.

Cover existing speed limit signs within reduced speed zones. 9.

limp.

such a distance above the edge that the flag does not touch the sign when

Mount 24 inch square flags perpendicular to the edges of the sign, and at

Install flags on warning signs in urban areas when signs are not portable. 8.

Use when work area is 1 mile or longer. 7.

B. 21Place the second speed limit sign at

speed limit sign with the desired speed reduction (not to exceed 30 mph.)

construction. Where speed reductions exceed 30 mph, install a second

Determine the reduced speed limit based on the in-place speed limit before 6.

location and conditions.

Re-establish speed. Determine exact speed limit in the field, dependent on 5.

40 mph or over 5000 ADT).

Use Type C on roadways with high traffic speeds and volumes (over

(40 mph or less and 5000 ADT or less).

Use Type B on roadways with moderate traffic speeds and volumes

volume (25 mph or less and 750 ADT or less).

Use Type A on roadways with slow moving traffic speeds and low

Shoulder Closure Standard Drawing.

the panel closer to the work area and place on roadway surface. See

possible. Where shoulder width does not provide sufficient room, move

Place Sequencing Arrow Panels at the beginning of the taper when 4.

dimension "S" and for tangents space at 2 times dimension "S".

Place delineator drums, barricades or cones for tapering traffic at 3.

assemblies when located on roadway.

Place barricades on moveable assemblies and signs on portable 2.

urban, residential, and other streets with speeds of 40 mph or less.

and other roads with speeds of 45 mph or greater, or W x SÔ/60 for

L = Minimum length of taper, S x W for freeways, expressways,

W = The width of taper in feet.

S = Numerical value of speed limit or 85th percentile.

Variables 1.

Notes

(see note #6)

Post Mtd

R2-1aP-24

drop-see note #6)

(additional speed

Post Mtd

R2-1aP-24

drop-see note #6)

(additional speed

Post Mtd

R2-1aP-24

Post Mtd

(see note #10)

W13-1P-30

Post Mtd

(see note #10)

W13-1P-30

REVISIONS

DATE CHANGE


NORTH DAKOTA

of Transportation



on and the original

PE- ,

Registration Number



D-704-15

08/17/17

2930

ADVANCE WARNING SIGN SPACING

Min. (ft)

Distance Between Signs

Road Type

A B C

150 150 150

280 280 280

360 360 360

720 720 720

850 1350 2200

1000 1500 2640

750 1000 1500

Urban - Low Speed (30 mph or less)

Urban - High Speed (over 40 mph to 50 mph)

Rural - High Speed (over 50 mph to 65 mph)

(55 mph to 60 mph)

Urban Expressway and Freeway

(70 mph to 75 mph)

Rural Expressway and Freeway

(Maintenance and Surveying)

Interstate/4-Lane Divided

Urban - Low Speed (over 30 to 40 mph)

ROAD CLOSURE LAYOUTS

Roger Weigel

CLOSED

ROAD

DETOUR

ORTHN

DETOUR

XXX FT

CLOSED

ROAD

XXX FT

CLOSED

ROAD

XXX FT

XXXX FT

ROAD

WORK

XXXX FT

ONE LANE

ROAD

XXXX FT

ONE LANE

ROAD

XXX

FEET

XXX

FEET





END

ROAD WORK

END

ROAD WORK

MINIMUM

FEE

$80

MINIMUM

FEE

$80

DETOUR

DETOUR

LOCAL TRAFFIC ONLY

ROAD CLOSED

MILES AHEADXX

DETOUR

XXXX FT

ROAD

WORK

SPEEDLIMIT

XX

SPEED

XXLIMIT

SPEED

XXLIMIT

SPEED

XXLIMIT

SPEED

XXLIMIT

SPEEDLIMIT

XX

Flagger at point visible to approaching traffic.

Two lane highway with one lane closed.

Install and maintain signs shown in plans.

Signing shown for one direction only.

Road closed beyond detour point.

X

X

X

KEY

Drum

Delineator

Sign

Barricade

Type III Flagger

Area

Work/Hazard


Road Type Min. (ft)


A B C

150 150 150

280 280 280

360 360 360

720 720 720

850 1350 2200

1000 1500 2640

750 1000 1500


Urban - Low Speed (over 30 to 40mph)



(55 mph to 60 mph)


(70 mph to 75 mph)




Barricade mounted

R11-2-48

M4-8-24

M3-1-24

M1-4-24

Post mounted

Post mounted

W20-3-48

Post mounted

W20-3-48

M4-8-24

M1-4-24

M6-1-21

Post mounted

Post mounted

W20-2-48

Post mounted

G20-55-96

Post mounted

W20-1-48

Post mounted

W20-4-48

Post mounted

W3-5-48

(see note #4)

Post mounted

R2-1-48

Post mounted

W3-5-48

Post mounted

G20-55-96

Post mounted

W20-1-48

Post mounted

W20-4-48

M4-8-24

M1-4-24

Post mounted

M5-1-21

50' to 150'

BB

AC

C

A

C2

1 C

21

B2

1 B

21

A2

1 A

21

3 e

q s

paces

50' to 1

00'

A2

1 A

21

100'

A21

A21

A21

A21

B21

B21

C21

C21

Barricade mounted

M4-10-48

Barricade mounted

R11-3a-60

W20-7-48

Post mounted

G20-2-48

Post mounted

G20-2-48

W20-7-48

ROAD CLOSURE WITH OFF-SITE DETOUR

TYPE E

LANE CLOSURE ON A TWO LANE ROAD USING FLAGGERS

TYPE F

(see note #5)

R2-1-48

(see note #4)

Post mounted

R2-1-48

(see note #5)

R2-1-48

determined by the Engineer

insufficient room to place drums, as

Substitute vertical panels for drums when

Post mounted

W16-2P-30

Post mounted

R2-1aP-24

Post mounted

R2-1aP-24

Post mounted

W16-2P-30

conditions dictate otherwise.

Recommend using 40 mph speed limit in vicinity of workers, unless location and 12.

automatic warning devices are in place.)

prevent vehicles from stopping within the crossing (even when

If queuing extends across highway-rail crossing, provide flagger at crossing to d.

highway-rail grade crossing.

the highway-rail grade crossing to prevent flagging queue from extending across

Extend buffer space between work zone and lane closure transition upstream of c.

while lane closure is near tracks.

Place “Do Not Stop on Tracks” sign (R8-8-24) near cross buck in each direction b.

either side of the closest and farthest rail.)

stopped within the highway-rail grade crossing (considered as being 15 feet on

either by lane restrictions, flagging or other operations, where vehicles might be

Extra care shall be taken to minimize the probability of conditions being created,a.

work activities:

When highway-rail grade crossings exist either within or in the vicinity of the roadway 11.

standard is part of other traffic control layouts, or if work is less than 15 days.

Signs G20-55-96 or R2-1aP-24 are not required when pilot car operation is used, if this 10.

NDDOT Standard Specifications.

As an option, use portable sign supports in lieu of post mounted signs in accordance with 9.

Where necessary, safe speed to be determined by the Engineer. 8.

Cover existing speed limit signs within a reduced speed zone. 7.

edge that the flag does not touch the sign when limp.

square flags perpendicular to the edges of the sign, and at such a distance above the

Install flags on warning signs in urban areas when signs are not portable. Mount 24 inch 6.

B. 21speed reduction (not to exceed 30 mph.) Place second speed limit sign at

Where speed reductions exceed 30 mph, install a second speed limit sign with the desired

Determine the reduced speed limit based on the in place speed limit before construction. 5.

and conditions.

Re-establish speed limit. Determine exact speed limit in the field, dependent on location 4.

at 2 times dimension "S".

Place delineator drums for tapering traffic at 3 equal spaces and for tangents space them 3.

located on the roadway.

Place barricades on moveable assemblies and signs on portable assemblies when 2.

with speeds of 40 mph or less.

with speeds of 45 mph or greater, or W x SÔ/60 for urban, residential, and streets

L = Minimum length of taper in feet. S x W for freeways, expressways, and roads

W = The width of taper in feet


Variables 1.

Notes

Update notes & sign numbers

"ROAD WORK XXX FT"

Revised Sign Cell

8-17-17

3-13-14

REVISIONS

DATE CHANGE


NORTH DAKOTA

of Transportation



on and the original

PE- ,

Registration Number



D-704-19

08/17/17

2930

ROAD CLOSURE AND LANE CLOSURE ON A TWO WAY ROAD LAYOUTS

9-27-13

Roger Weigel





END

ROAD WORK

END

ROAD WORK

NEXT MILES

ROAD WORK

00

NEXT MILES00AHEAD

ROAD

WORK

AHEAD

ROAD

WORK

NEXT MILES00

ROAD WORK

NEXT MILES

ROAD WORK

00

ROAD WORK

NEXT MILES00

WORK

IN PROGRESS

IN PROGRESS

NO WORK

ROAD WORK

NEXT MILES00

STRIPE

CENTER

NO

STRIPE

CENTER

NO

STRIPE

CENTER

NO

STRIPE

CENTER

NO

FRESH OIL

LOOSE ROCK

FRESH OIL

LOOSE ROCK FRESH OIL

LOOSE ROCK

FRESH OIL

LOOSE ROCK

NEXT MILES00

NEXT MILES00

NEXT MILES00

NEXT MILES00MINIMUM

FEE

$80

PASS

NOT

DO

PASS

NOT

DO

PASS

NOT

DO

PASS

NOT

DO

MINIMUM

FEE

$80

MINIMUM

FEE

$80

MINIMUM

FEE

$80

NEXT MILES

ROAD WORK

00

NEXT MILES00

NEXT MILES

ROAD WORK

00

NEXT MILES00

SPEEDLIMIT

XX

SPEED

XXLIMIT

SPEED

XXLIMIT

SPEED

XXLIMIT

SPEEDLIMIT

XX

SPEED

XXLIMIT

SPEED

XXLIMIT

SPEED

XXLIMIT

WORK

IN PROGRESS

IN PROGRESS

NO WORK

NEXT MILES

ROAD WORK

00

NEXT MILES00

AHEAD

ROAD

WORK

seal project.

routes where traffic is maintained over

2 and 4 lane highway with intersecting

routes where traffic is maintained.

2 and 4 lane highway with intersecting

KEY

Type III barricade

Sign


Road Type Min. (ft)


A B C

150 150 150

280 280 280

360 360 360

720 720 720

850 1350 2200

1000 1500 2640

750 1000 1500





(55 mph to 60 mph)


(70 mph to 75 mph)




Post mounted

G20-50a-72

Post mounted

W20-1-48

Post mounted

G20-50a-72

Post mounted

G20-52a-72

Post mounted

(See note #9)

G20-1b-60

Post mounted

G20-55-96

Post Mounted

G20-55-96

Post mounted

W20-1-48

Post mounted

G20-50a-72

Post mounted

G20-52a-72

(see note #2)

Post mounted

R2-1-48

(see note #3)

R2-1-48

Post mounted

R4-1-48

Post mounted

W8-12-48

(see note #3)

R2-1-48

W22-8-48

Post mounted

W3-5-48

Post mountedR4-1-48

Post mounted

W8-12-48

Post mounted

W8-12-48Post mounted

W3-5-48Post mounted

R4-1-48

W22-8-48

(see note #3)

R2-1-48

Post mounted

W8-12-48Post Mounted

R4-1-48

(see note #3)

R2-1-48

W22-8-48(see note #2)

Post mounted

R2-1-48

local road

volume

Low

local road

volume

Low

W22-8-48

A21 A2

1 A21

A21 A2

1 A21 A2

1

C B21 B2

1 A21 A2

1 A B C150' Max100' Min

150' Max100' Min

C B A A21 A2

1 B21 B2

1 C

Barricade mounted

G20-2-48

Post mounted

G20-2-48

G20-1-60

TERMINAL SIGN LAYOUT

TYPE G

SEAL COAT SIGN LAYOUT

TYPE H

G20-1-60

(See note #9)

G20-1b-60

Post mounted

local road

High volume

or

State Highway

local road

High volume

or

State Highway

Post mounted

G20-50a-72

Post mounted

W20-1-48

Section Line

or

Private Drive

Post mounted

W20-52P-54

Post mounted

W20-52P-54Post mounted

R2-1aP-24

Post mounted

R2-1aP-24Post mounted

R2-1aP-24

Post mounted

W20-52P-54

Post Mounted

R2-1aP-24

Post mounted

W20-52P-54

Recommend using 40 mph speed limit in vicinity of workers, unless location and conditions dictate otherwise. 12.

Sign G20-55-96 is not required if work is less than 15 days.11.

Use other traffic control layouts in immediate work areas. Place sign R2-1aP-24 below speed limit signs in reduced speed limit work areas.10.

Install sign G20-1b-60 when work is suspended for winter. 9.

Cover or remove speed limit signs from layout Type H when loose aggregate is removed. 8.

As an option, use portable sign supports in lieu of post mounted signs in accordance with the NDDOT Standard Specifications. 7.

marking is placed.

mile intervals. Place sign W8-12-48 after all important intersections and at 2 mile intervals until short term center line pavement

On seal coat projects, place signs R2-1-48, R2-1aP-24, R4-1-48, W22-8-48 and W20-52P-54 after all important intersections and at five 6.

Cover existing speed limit signs within a reduced speed zone.5.

the sign, and at such a distance above the edge that the flag does not touch the sign when limp.

Install flags on warning signs in urban areas when signs are not portable. Mount 24 inch square flags perpendicular to the edges of 4.

B. 21install a second speed limit sign with the desired speed reduction (not to exceed 30 MPH.) Place the second speed limit sign at

Determine the reduced speed limit based on the in place speed limit before construction. Where speed limit reductions exceed 30 MPH, 3.

Determine the exact speed limit in the field, based on location and conditions. 2.

Place barricades on moveable assemblies and signs on portable assemblies when located on roadway.1.

8-17-17 Updated notes & sign numbers

REVISIONS

DATE CHANGE


NORTH DAKOTA

of Transportation



on and the original

PE- ,

Registration Number



D-704-20

08/17/17

2930

TERMINAL AND SEAL COAT SIGN LAYOUTS

Roger Weigel

XXXX FT

ENTERING

TRUCKS XXXX FT

TRUCKS

CROSSING

XXXX FT

ENTERING

TRUCKS

XXXX FT

TRUCKS

CROSSING

M.P.H.

XX



ROAD WORK

NEXT MILES00

WORK

IN PROGRESS

IN PROGRESS

NO WORK

END

ROAD WORK

NEXT MILES

ROAD WORK

00

NEXT MILES00

ROAD WORK

BE

PREPARED

TO STOP

SPEED

XXLIMIT

SPEEDLIMIT

XX

BE

PREPARED

TO STOP

SPEED

XXLIMIT

SPEEDLIMIT

XX

BE

PREPARED

TO STOP

SPEED

XXLIMIT

SPEEDLIMIT

XX

BE

PREPARED

TO STOP

SPEEDLIMIT

XXSPEED

XXLIMIT

M.P.H.

XX

SPEED

XXLIMIT

M.P.H.

XX

M.P.H.

XX


Road Type


Min. (ft)


A B C

150 150 150

280 280 280

360 360 360

720 720 720

850 1350 2200

1000 1500 2640

750 1000 1500

Urban - Low Speed (over 30 to 40mph)



(55 mph to 60 mph)


(70 mph to 75 mph)




KEY

Sign

Work area

Flagger

approach

Truck

approach

Truck

crossing

Truck

C

C

C

500' Min 500' Min 300' MinA

A

100 Ft

50 to 100 Ft

50 to1/2 B 1/2 B 1/2 C

1/2 B1/2 B1/2 C

1/2 B 1/2 C 1/2 C1/2 A 1/2 A

1/2 A1/2 A1/2 B1/2 C1/2 C

Portable

R2-1-36Portable

W3-4-48Portable

W3-5-48

Portable

R2-1-36

Portable

W3-4-48Portable

W3-5-48

Portable

R2-1-36Portable

W3-4-48Portable

W3-5-48

or

Barricade mounted

W1-6(L)-48

Post mounted

W8-54-48

(see note #9)

Post mounted

R1-1-48

(see note #9)

Post mounted

R1-1-48

Post mounted

W8-54-48

or

Barricade mounted

W1-6(R)-48

Portable

R2-1-36

Portable

W3-4-48

Portable

W3-5-48

Post mounted

G20-52a-72

Post mounted

G20-2-48

(see note #9)

Post mounted

R1-1-48

Post mounted

G20-55-96(see note #3)

R2-1-48

Post mounted

(see note #8)

G20-1b-60

G20-1-60

Post mounted

G20-52a-72

(see note #9)

Post mounted

R1-1-48

Post mounted

W8-55-48

Post mounted

W8-55-48

C

barricade

Type III

Portable

W20-7-48

need for flagman depending upon location and condition of detour.

Remove signs when detour is removed. Engineer may eliminate

Temporary detour for culvert installation within major work areas.

Cover signs or take down at night.

Heavy truck traffic onto through highway.

Cover signs or take down at night.

Trucks crossing through highway.

Maintain one-way traffic through work area within major work area.

Temporary half-roadway construction for two-lane highway.

conjunction with other standards

T-Intersection location used in

Portable

W20-7-48

Portable

W20-7-48

Portable

W20-7-48

Post mounted

W1-3(L)-48Post mounted

W1-4(L)-48

Post mounted

W1-3(R)-48Post mounted

W1-3(R)-48

Recommend using 40 mph speed limit in vicinity of workers, unless location and conditions dictate otherwise.11.

Sign G20-55-96 is not required if layout is part of other traffic control or if work is less than 15 days.10.

If existing stop sign is in place, a 48" stop sign is not required. 9.

Install sign G20-1b-60 when work is suspended for winter. 8.

Standard Specifications.As an option, use portable sign supports in lieu of post mounted signs in accordance with NDDOT 7.

Covered (when approved by engineer) or obliterated pavement marking measured as Obliteration of Pavement Marking. 6.

Cover existing speed limit signs within a reduced speed zone. 5.

and at such a distance above the edge that the flag does not touch the sign when limp.

Install flags on warning signs in urban areas when signs are not portable. Mount 24 inch square flags perpendicular to the edges of the sign, 4.

B. 21second speed limit sign with the desired speed reduction (not to exceed 30 mph.) Place the second speed limit sign at

Determine the reduced speed limit based on the in-place speed limit before construction. Where speed reductions exceed 30 mph, install a 3.

Where necessary, safe speed to be determined by the Engineer. 2.

Place barricades on a moveable assemblies and signs on portable assemblies when located on roadway. 1.

Notes

(see note #2)

W13-1P-30

(see note #2)

W13-1P-30

(see note #2)

W13-1P-30

(see note #2)

W13-1P-30

REVISIONS

DATE CHANGE


NORTH DAKOTA

of Transportation



on and the original

PE- ,

Registration Number



D-704-22

08/17/17

2930

CONSTRUCTION TRUCK AND TEMPORARY DETOUR LAYOUTS

TRUCKS ENTERING ROADWAY

TYPE K

TRUCKS CROSSING ROADWAY

TYPE L

TEMPORARY DETOUR LAYOUT

TYPE M

TEMPORARY CONSTRUCTION

TYPE N

TRAFFIC IS MAINTAINED

2 & 4 LANE HIGHWAYS WHERE

TYPE O

Roger Weigel8-17-17 Update notes & sign numbers

BE

PREPARED

TO STOP

SHOULDER

DROP-OFF

SHOULDER

WORK

FRESH

OIL

NARROWS

ROAD

UNEVEN

LANES

BUMP

BUMP

MACHINERY

ROAD

XXX FT

MACHINERY

ROAD

XXX FT

MINIMUM

FEE

$80



NEXT MILES00

PAVEMENT

BREAKS

XXX

FEET

BE

PREPARED

TO STOP

PASS

NOT

DO

BUMP

SPEEDLIMIT

XX

SPEED

XXLIMIT

SPEEDLIMIT

XX

SPEEDLIMIT

XX SPEED

XXLIMIT

SPEED

XXLIMIT

SPEED

XXLIMIT

SPEED

XXLIMIT


Road Type Min. (ft)


A B C

Urban - Low Speed (30 mph or less) 150 150 150

280 280 280

360 360 360

720 720 720

850 1350 2200

1000 1500 2640

750 1000 1500



(55 mph to 60 mph)



(70 mph to 75 mph)




KEY

Sign ConesFlagger

TYPE YTYPE AA

TYPE BB TYPE CC TYPE DD TYPE GGTYPE EE TYPE FF

TYPE Z

Work

Shoulder

or

Shoulder

Low

Oil

Fresh

Road

Narrow

road

Haul

Post mounted

W21-3-48Post mounted

W21-3-48

Post mounted

W3-4-48

(see note #2)

Post mounted

R2-1-48

(see note #1)

Post mounted

R2-1-48

Portable

W21-6a-48

Portable

W21-5-48

or

Portable

W8-9a-48

Portable

W21-2-48

Post mounted

W5-1-48

Post mounted

G20-55-96

Post mounted

Control Device

Other

Post mounted

W3-5-48

(see note #2)

R2-1-48

Portable

W8-11-48

Portable

W8-1-48

Post mounted

W8-1-48

Post mounted

W8-3-48

C

A A

A

A

A

B

B21

B21

B21

30' max A21 A2

1 B21

Longitudinal Buffer Space

(mph)

*Speed

Min (feet)

Length

20

25

30

35

40

4550

55

60

65

70

75

115

155

200

250

305

360425

495

570

645

730

820

operating speed in mph.

speed prior to work starting, or the anticipated

Posted speed, off-peak 85th percentile *

TYPE JJ

W21-52-48

A

A21

TYPE KK

Portable

G20-4b-36

Stop Sign

W20-7-48

B 21 C2

1 C

Portable

W3-5-48

Portable

W3-4-48

1/2 C 1/2 B 1/2 B

Portable

R2-1-36

ABuffer SpaceLongitudinal 2S Ft + A +1/2B

Flagger


1/2 A

1/2 A

1/2 A

Portable

W8-1-48

(if needed)

Post mounted

Blank Sign

18" X 18" Orange

Post mounted

W20-52P-54

Portable

R4-1-36

Portable

W20-7-48Portable

R2-1-36Post mounted

W3-5-48

exists between lanes

Where elevation difference

Where speed zone is needed

where sign conditions exist

Within major work area Where sign conditions exist Where sign conditions existWhere sign conditions exist Where sign conditions exist

and remove when not applicable.

Install signs when conditions exist

For break in pavement.

within pilot car control area

At major intersections

highway outside major work area.

Where haul road crosses

Where survey crew is used

Post mounted

W16-2P-30

Post mounted

R2-1aP-24

Recommend 40 mph speed limit in vicinity of workers, unless location and conditions dictate otherwise.8.

car control area.

When pilot car operation is used, place sign G20-4b-36 "Wait For Pilot Car" at major intersections within pilot 7.

15 days.

Sign G20-55-96 is not required if this standard is part of other traffic control layouts, or work is less than 6.

Specifications.

As an option, use portable sign supports in lieu of post mounted signs in accordance with NDDOT Standard 5.

Cover existing speed limit signs within reduced speed zones.4.

the sign when limp.

perpendicular to the edges of the sign, and at such a distance above the edge that the flag does not touch

Install flags on warning signs in urban areas when signs are not portable. Mount 24 inch square flags 3.

B. 21Place the second speed limit sign at

exceed 30 mph, install a second speed limit sign with the desired speed reduction (not to exceed 30 mph.)

Determine reduced speed limit based on in-place speed limit before construction. Where speed reductions 2.

Re-establish speed limit. Determine exact speed limit in the field, dependent on location and conditions. 1.

Notes

REVISIONS

DATE CHANGE


NORTH DAKOTA

of Transportation



on and the original

PE- ,

Registration Number



D-704-26

08/17/17

2930

MISCELLANEOUS SIGN LAYOUTS

Roger Weigel8-17-17

notes & sign numbers

Added speed limit signs. Updated

MATERIAL

ON

ROADWAY


Road Type Min. (ft)


A B C

Urban - Low Speed (30 mph or less) 150 150 150

280 280 280

360 360 360

720 720 720

850 1350 2200

1000 1500 2640

750 1000 1500




(55 mph to 60 mph)


(55 mph to 60 mph)




A

600'

500'

500'

600'

600'

500'

500'

Contin

ue

Panels

Vertical

marker placement same as the beginning or end of windrow.

When windrow is broken for drive, bridge, etc....

As an option, use portable sign supports in lieu of post mounted sign in accordance with NDDOT Standard Specifications.

Notes:

Portable

W21-51-48

REVISIONS

DATE CHANGE


NORTH DAKOTA

of Transportation



on and the original

PE- ,

Registration Number



D-704-30

08/17/17

2930

WINDROW MARKING

Roger Weigel

8-17-17

6-24-14

Updated notes & sign support

Revised Note

REVISIONS

DATE CHANGE


NORTH DAKOTA

of Transportation



on and the original

PE- ,

Registration Number



D-704-50

11/23/10

2930

11-23-10

PORTABLE SIGN SUPPORT ASSEMBLY

of Hub

4 Corners

1

2" Ball Coupler

(Each End)

Spindle and Hub

2000 Lb Capacity

on Coupler

4 Places

Tubes

Tubes

41

FRONT

at 10 Degrees Offset

1" Dia x 3" Pipe

One Side

Channel,

of Angles (Typ)

Outside Edges

TOP

TRAILER

RIGHT

Typ 6"

FRONT

SIGN SUPPORT

RIGHT

Typ

30"

30"

41

41

"2113

41

" Dia43

41

41

41

(Typ)

" Dia83

square tube

" X 90"81" x 2

12

81

41

41

41

are acceptable.

Other NCHRP 350 crash tested assemblies4.

supports.

may not be used for trailer-mounted sign

Automotive and equipment axle assemblies3.

Use a 14" wheel and tire.2.

250 pounds.

The maximum weight of the assembly is1.

Notes:

x 36"

"163L 2" x 2" x

" x 9"81L 2" x 2" x

" x 30"41L 2" x 2" x

" x 12" PL41" x 2

11

Square Tube

" x 12"813" x

" Channel213" x 3" x 4

Square Tube

" x 71"813" x

" x 12" PL41" x 2

11

Square Tube

" x 60"813" x

" 21x 16

"163L 2" x 2" x

Roger Weigel

Sign overhang

widthFinished shoulder

spacingSign support

Sig

n s

upport

Anchor unit

Vertical cleara

nce

Sig

n h

eig

ht

below top of signDistance support

‘ of roadwayor auxiliary lane

Edge of driving lane

shoulder

Edge of finished

Foreslope

for number of supports required

see sign summary sheet

Second support,

for number of supports required

see sign summary sheet

Second support,

‘ of roadway

Foreslope

Sign overhang

below top of signDistance support

Anchor unit

Sig

n s

upport

7’ Vertical cleara

nce

Sig

n h

eig

ht

Shared use path width

5’ max.4’ min.

5’ max.4’ min.

Stop sign

12’

Y

2’ min.

edge of driving lane

Face of curb or

‘ of roadway

Radius

Radius

80

75

70

65

60

55

50

45

40

50

50

50

50

50

50

50

50

50

43

39

35

32

28

25

21

18

15

ft.

Radius

ft.

Y-max.

ft.

Y-min.

Residential or Business District

Bicycle - Pedestrian Path

This layout is to be used for the placement of "Stop" signs.

see Note 13’ min.

spacingSign support

0 to 2

>2 to 4

>4 to 6

>6 to 8

>8 to 10 24

22

20

18

16

TableHorizontal Clearance

ftShoulder Width

ftOffset

See Horizontal Clearance Table

Edge of shoulder

See Note 46’ max.3’ min.

See Note 46’ max.3’ min.

clearance of 2’ shall be provided.

4. The clearance from edge of shared use path to edge of sign should be 3’ except where width is limited, a minimum

be 5’ above the edge of the driving lane.

3. Offset signs: Where signs are placed at least 30 feet or more from the edge of the traveled way, the height to the bottom of such sign shall

The vertical clearance shall have a maximum height of 6" above the vertical clearance specified above.

Adopt-a-highway signs installed on Freeways shall be at least 7’ above the edge of the driving lane.

Signs on expressways shall be installed with a minimum height of 7’.

shall be at least 7’.

to the edge of the driving lane or auxiliary lane. Where parking or pedestrian movements occur, the clearance to the bottom of the sign

2. Minimum vertical clearance: Signs installed at the side of the road in rural districts shall be at least 5’ measured from the bottom of the sign

from the sign support, not including any attached curb.

clearance of 2’ shall be provided. The horizontal clearance may need to be increased to maintain a minimum sidewalk clear width of 4’

1. Curbed Roadways: The clearance from the face of the curb should be 3’ except where right of way or sidewalk width is limited, a minimum

Notes:

D-754-23

REVISIONS

DATE CHANGE


NORTH DAKOTA

of Transportation



on and the original

PE- ,

Registration Number



PERFORATED TUBE ASSEMBLY DETAILS

Wide Throat Intersection

Stop Sign Location

Shared Use Path

Typical Section (with curb)

Typical Section (without curb)

10-3-13

7/8/14

2930

Roger Weigel 7-8-14 Revised note 2, added note 4.

12"

5�"

48"

18"

4"

�"�"

2"

2�" SQUARE

POST RECEIVERPOST LOCKING

WEDGEINDEXABLE

POST RECEIVERRUBBER BUSHING

SURFACE MOUNT

ANCHOR BASE

POST LOCKING

WEDGE

�"-11 SHEAR BOLT

HDW SET

7

7

7

7

7

7

7

7

7

7

7

7

Number

of

Posts

Post

Size

In.

Sleeve

Size

In.

Wall

Thick-

ness

Gauge

Wall

Thick-

ness

Gauge

Anchor

Wall

Thick-

ness

Gauge

Anchor

Size

Without

Slip

Base

In.

Slip

Base


1

1

1

1

1

1

2

2

2

3 & 4

3 & 4

3 & 4

3 & 4

3 & 4

2

2�

2�

2�

2�

2�

2�

2�

2�

2�

2�

2�

2�

2�

12

12

12

12

12

12

12

12

12

12

10

10

10

10

2�

2�

2�

2�

12

12

12

12

12

12

No

No

Yes

Yes

Yes

Yes

Yes

Yes

Yes

Yes

Yes

Yes

Yes

2�

2�

10

(B)

12

12

3(C)

Breakaway base

surface mount for 1�"

and 2" square post

0.105

0.105

0.105

0.135

0.105

0.135 10

12

10

12

12

12 1.702

2.416

2.773

3.432

3.141

4.006 0.979

0.804

0.605

0.561

0.372

0.129 0.380

0.590

0.695

0.841

0.803

1.010

0.643

0.590

0.499

0.372

0.1721� x 1�

2 x 2

2� x 2�

2� x 2�

2� x 2�

2� x 2�

Tube

Size

In.

Wall

Thickness

in.

U.S.

Sta

ndard

Gauge

Weig

ht

Per

Foot

Lbs.

Cross

Sect. Are

a

In.Ô

Section

Modulu

d

In.Õ

Mo

ment of

Inertia

In.Ö

The 2 �" size 10 gauge is shown as 2.19" size on the plans;

The 2�" size is shown as 2.51" size on the plans.

60"

5�"

4’ M

AX

Pay Length

3"

5"

3�

"

3�"

1�"

1�"

4�"

�"

3�

"

1�"

2�"

�"

3�

"

2�"

8"

8"

Anchor plate shall

be a minimum of

10 gauge material and

galvanized same as post

(2 post installation)

�" Dia. bolts

with washer and

lock washer or

rivets

1"

7"

1"6"6"

9" 9"

(B) - The 2�", 12 gauge posts do not need

breakaway bases when placed in standard soils, but

require a shim as specified by the manufacturer.

The breakaway base is required when the support is

placed in weak soils. The Engineer shall

determine if the soils are weak. Weak soils are

classified as boggy, wet, or loose soil areas.

(C) - 3" anchor unit

(D) - 2�" x 12 ga. x 18" minimum length external

sleeve required.

2�(D)

2�(D)

2�(D)

�"-16 x 3�" grade 8

flanged shoulder bolt.

Zinc per ASTM B633

�" - 13 Grade

8 large serrated

flange nut

Zinc per ASTM B633

1�" Square x �"

thick teflon coated,

hardened slip washer

1" thick

�" thickness

�" U.S.S. flat washer

ANSI B18.22.1,

type A wide

Zinc per ASTM B633

Ground Line

Anchor unit

Anchor unit

pay le

ngth

�"

3"

4"

3"

15"

12"

Varies

MULTI-DIRECTIONAL SLIP BASE ASSEMBLY:

2�" x 12 ga. may be inserted with 2�" x 12 ga.

& 2�" 10 ga. may be inserted with 2�"

x 10 ga. to achieve higher load ability.

DIRECTION OF TRAFFIC

6�"

5�

"

6�

"

60^

BOTTOM SOIL STUB

consists of:

ASTM A572 gr. 50

plate - 1"

ASTM A569 sheet -

7 ga.

ASTM A500 grade B

tube - 3" x 3" x 7 ga.

�" -13 x 2-3/4"

Grade 8 double hex

redi-torque bolt,

Zinc per ASTM B633

SHOULDER BOLT

Ductile Iron Casting class 65-45-12.

Hot Dip Galvanize ASTM A153

�"

1�" 2�

"

DIR

EC

TIO

N O

F T

RA

FFIC

SLIP BASE DETAIL3" ANCHOR UNIT

0.783

�"-16 grade 8

serrated flange nut.

Zinc per ASTM B633

6�" Diameter

4" Diameter

8�" Diameter

3" Diameter

1�" Diameter

6" Diameter

�" Diameter

8-places

Shimming agent to reduce tolerance between 3" anchor

unit and 2�" post.

(standard �" diameter grade 8 bolt may be used with proper shim)

�" Dia. x 3" bolt to be

placed a minimum of

12" up from bottom of

post when using an

internal or external

sleeve.

SLIP BASE FOR

2�" POST

Properties of Telescoping Perforated Tubes

SURFACE MOUNT ANCHOR BASE

NOTE:

1. 4" Vertical clearance of anchor or breakaway base.

The 4" x 60" measurement shall be made above and

below post location and also back and ahead of post.

2. Anchor material shall be 7 guage H.R.P.O. Commmercial

quality ASTM A569 and 3" x 3" x 7" guage ASTM A500

grade B. Anchor shall have a yield strength 43.9 KSI

and tensile strength of 59.3 KSI. Anchor shall be hot

dipped galvanized per ASTM A123/153. All tolerances

on anchor unit and slip base bottom assembly are

+/- 0.005" unless ortherwise noted.

3. When used in concrete sidewalk, anchor shall be the

same concept without the wings

4. Four post signs shall have over 8’ between the first

and fourth posts.

5. Installation procedures as per manufacturers

recommendation.

6. Concrete fasteners for surface mount breakaway base

shall be a minimum �" diameter x 4" grade 8.

8-6-09

D-754-24

08/06/09

Mounting Details Perforated Tube

REVISIONS

DATE CHANGE

NORTH DAKOTA




Registration Number

PE- ,

on and the original



of Transportation

Roger Weigel,

2930

5"

1"

2"

2"

"83

"83

"21

"21

"83

"859

"859

"859

60°

30°

1"

1"

1"

In.

Size

Post

Gauge

ness

Thick-

Wall

In.

Size

Sleeve

Gauge

ness

Thick-

Wall

Base

Slip

2

2

2 12

12

12

10

12

12

10

12

12

12

10

12

12

12

12

12

12

12

2

No

No

Breakaway Coupler

Base Plate with

Notes:

Posts

of

Number


1

1

1

1

1

1

15"

18"

25"

12"

Post Sleeve

Pay L

ength

60"

to Fit Tube

" Plate Formed163

Anchor unit

Anchor unit

Ground line

and lock washer

" Dia. bolts with washer83

See note 1

4" Max.

Square Tube

Perforated

Square Tube

Perforated

to fit tube

" Plate formed163

" Breakaway coupling21

Direction of Travel

NCHRP Report 350.

as specified by DENT BREAKAWAY IND., INC. which meets the test requirements of

material meeting the requirements of ASTM A325 fasteners with the special requirements

system may be used. The breakaway coupler system shall be manufactured from

In lieu of the breakaway base system on standard D-754-24 the breakaway coupling 4.

Four post signs shall have over 8’ between the first and fourth post.3.

the post.

Anchor unit shall be the same size as the post and shall have the same specification as 2.

made above and below post location and also back and ahead of post.

4" Vertical clearance of anchor or breakaway base. The 4" x 60" measurement shall be 1.

2

2

10 10

3 & 4

3 & 4

3 & 4

3 & 4

3 & 4

412

212

212

412

212

212

412

412

212

212

212

212

212

412

412

1632

412 12

2

(B)

Yes

Yes

Yes

Yes

Yes

Yes

Yes

Yes

Yes

Yes

Yes

12

12

7

7

7

7

7

7

7

7

7

7

7

7

In.

Slip Base

Without

Anchor Size

Guage

Thickness

Anchor Wall

412

212

3(C)

�"

3"

60"

plate

Base

line

Ground

4" Max

Section C-C

3" Anchor Unit

Shoulder Bolt

Zinc per ASTM B633

flanged shoulder bolt.

" grade 821"-16 x 38

3

Zinc per ASTM B633

serrated flange nut.

"-16 grade 883

8-places

" Diameter3217

"16133

5"

3"

"211

"211

"213

"214

4"

3"

15"

Varies


Weak soils are classified as boggy, wet, or loose soil areas.placed in weak soils. The Engineer shall determine if the soils are weak.standard soils. The breakaway base is required when the support is

" 12 gauge posts do not need breakaway bases when placed in21(B) - The 2

may be used with proper shim)

" diameter grade 8 bolt 83(standard

" post. 21between 3" anchor unit with 2

Shimming agent to reduce tolerance

Direction of Traffic12"

C

C

of the support to a point in the ground surface on the other side.

within the length of the chord, on the ground surface on one side

radially to the center line of the highway and connecting any point,

Max. protection of the stub post is 4" above a 60" chord aligned

Pay L

ength

Anchor

Unit - T

ypically 4’

REVISIONS

DATE CHANGE


NORTH DAKOTA

of Transportation



on and the original

PE- ,

Registration Number



D-754-24A

2930

Breakaway Coupler System

for Perforated Tubes

10-3-2013

Roger Weigel

10/3/13

STRAP DETAIL

BACK TO BACK MOUNTING

ONE STRINGER OR

SINGLE POST ASSEMBLY

AND ONE WAY SIGNS

STREET NAME SIGNS

18 N.C. threaded

washer & lock washer

�" Dia. bolt with

18 N.C. threaded

washer & lock washer

�" Dia. bolt with

Sign support

& lock washer

washer, washer

with nylon

�" Dia. bolt

Galv. steel strap

�" x 1"

& lock washer

with washer

�" Bolt

& lock washer

with washer

�" Bolt

both ends.

threaded

18 N.C.

& lock washer

with washer

�" Dia. bolt

MOUNTING

BACK TO BACK

7

7

7

7

7

7

7

7

7

7

7

7

POST ASSEMBLY

ANCHOR UNIT AND

18"

(WITH STRINGER IN FRONT OF POST)

STRINGER MOUNTING

BOLT MOUNTING

Top View

Side View Top View

Top View

Side View

Numberof

Posts

1

1

1

1

1

1

2

2

2

3 & 4

3 & 4

3 & 4

3 & 4

3 & 4

Post

Size

Wall

Thick-ness

Gauge

Sleeve

Size

WallThick-ness

Gauge

SlipBase

2

2�

2�

2�

2�

2�

2�

2�

2�

2�

2�

2�

2�

2�

12

12

12

12

12

12

12

12

12

12

10

10

10

10

2�

2�

2�

2�

12

12

12

12

12

12

No

No

Yes

Yes

Yes

Yes

Yes

Yes

Yes

Yes

Yes

Yes

Yes

In. In.

AnchorSize

WithoutSlipBase

In.

2�

2�

10

(B)

AnchorWall

Thick-ness

Gauge

12

12

3(C)


1� x 1�

2 x 2

2� x 2�

2� x 2�

2� x 2�

2� x 2�

0.105

0.105

0.105

0.135

0.135

0.105

12

12

12

10

10

12

1.702

2.416

2.773

3.432

3.141

4.006

0.129

0.372

0.561

0.605

0.804

0.979

0.380

0.590

0.695

0.841

0.803

1.010

0.172

0.372

0.499

0.590

0.643

0.783

In.

Thickness

Wall

Gauge

Sta

ndard

U.S.

Lbs.

Per

Foot

Weig

ht

In.Ö

Inertia

Mo

ment of

In.Ô

Sect. are

a

Cross

In.Õ

Modulus

Section

60"

Pay le

ngth

12"6"

6"

3"3"24"

1"

4"

1"

6"

Pay le

ngth

Anchor unit

Galv. steel strap

�" x 1"

the same size as the post

These stringers shall be

Post

and lock washer

with washer

�" Dia. bolt

3 C anchor reinforcing

sleeve - 12 gauge or

Perforated anchor

2�" x 2�"

2�" x2�",

rivets

lock washer or

with washer and

�" Dia. bolts


same as post

and galvanized

10 gauge material

be a minimum of

Anchor plate shall

Ground line

See note 5

4" Max.

attachment bracket

post holes.

metal fits stringer and

through angle so that excess

Punch round and partial

with size of posts)

(bolt length varies

washer and lock washer

�" Dia. bolt with

see note 1

stringer

Horizontal

Post

washer

NylonSign

See note 3

30° to 45°

Sign

support

Sign

washer

Nylon Sign

Sign washer

Nylon

Post

Nylon washerSign

Sign support

Post

Sign

Nylon washer

see note 1

stringer

Horizontal

2�(D)

2�(D)

2�(D)

sleeve required.

(D) - 2�" x 12 ga. x 18" minimum length external


classified as boggy, wet, or loose soil areas.

determine if the soils are weak. Weak soils are

placed in weak soils. The Engineer shall

The breakaway base is required when the support is

require a shim as specified by the manufacturer.

breakaway bases when placed in standard soils, but

(B) - The 2�", 12 gauge posts do not need


galvanized same as post

10 gauge material and

be a minimum of

Anchor plate shall

rivets

lock washer or

with washer and

�" Dia. bolts

1"

7"

1"6"6"

9" 9"

In.

Size

Tube

The 2�" size is shown as 2.51" size on the plans.

The 2�" size 10 gauge is shown as 2.19" size on the plans.

and sign

‘ post

Properties of Telescoping Perforated Tubes

post location and also back and ahead of post.

4" x 60" measurement shall be made above and below

4" vertical clearance of anchor or breakaway base. The5.

and the post.

backing and place the bolt through the sign, the stringer

stringer, the contractor may choose to punch the sign

In lieu of using the bent bolt to attach the post to the4.

used with all nylon washers.

no parking sign. Flat washers and lock washers shall be

detailed angle strap should be used to mount the

at a 90 degree angle with the line of traffic flow, the

sign is placed with another sign that has to be placed

support turned to the correct angle. If the no parking

signs required at the above angles may have the

degree angle with the line of traffic flow. No parking

directional arrows shall be placed at a 30 to 45

No Parking Signs: All no parking signs with3.

outside diameter of �" – �" and 10 gauge thickness.

Metal washers used on sign face shall have a minimum2.

1.08 lbs./ft aluminum or 3.16 lbs./ft steel.

The z bar stringers shall be 1�" x �" thick,

the contractor may substitute z bar stringers.

Horizontal stringers - In lieu of perforated tubes,1.

Note:

8-6-09

D-754-25

2930

Mounting Details Perforated Tube

Roger Weigel,

REVISIONS

DATE CHANGE


NORTH DAKOTA

of Transportation



on and the original

PE- ,

Registration Number



7-8-14 Revised Note 3

7/8/14

30"

60"

60"

3"

35"

5" 6"

8"

12"

12" 12"

46"

9" 9"

18" 24" 18"

28"

8"

46"

12" 18" 18" 12"

46"

Sign supports

Stringer

Stringer

Stringer

Stringer

support

Sign

supports

Signn

r

support

Sign

support

Sign

support

Sign

support

Sign

supports

Sign

Strin

gerss

Strin

gerss

Strin

gerss

Sign supports

support

Sign

supports

Signn

Strin

gers

Strin

gerss s

Sign supports

12"

"211

18""2

11

18"

"211

24"

"211

24"

3"

30"

3"

12"

3"

30"

3"

12"

30"

3"

36"

3"

15"

22"

18"

28"

3" 12" 12" 3"

6" 6"

6" 6"

6"

36"

48"24"

12"

15"15"

34"

18"

34"

24" 12" 12"

34"

9"

9"

6" 6" 6" 6"

supports

Sig

n

Strin

gers

Strin

gerss

D-754-27

2930

SIGN PUNCHING, STRINGER AND SUPPORT LOCATION

REVISIONS

DATE CHANGE


NORTH DAKOTA

of Transportation



on and the original

PE- ,

Registration Number



1 Post 2 Posts 3 Posts

Assembly No. 6

1 Post

1 Post

1 Post

2 Posts

2 Posts

2 Posts

3 Posts

3 Posts

1 Post

Assembly No. 7

Assembly No. 8Assembly No. 9

Assembly No. 10

Assembly No. 11

1 Post

" bolt.834. All holes shall be punched round for

".21" x 12

13. Perforated square tube stringer shall be 1

shall be 0.100 inch.

2. The minimum sign backing material thickness

1. See Standard D-754-25 for mounting details.

Notes:

DETAILS REGULATORY, WARNING AND GUIDE SIGNS

Roger Weigel,

12-1-10

12-1-10

24"

24"

16.97"

33.94"

16"

12"

30"

12"

42.42"

12"

30"

21.21"

16"

15.21" 12" 15.21"

9"

9"

6"

10.97" 10.97"

6’

50.90"

36"

36"

25.45"

50.90"

6"

28"

12" 12"9"

9"

17.95" 15" 17.95"

28" 28"

12" 12"

67.88"

15"

67.88"

15"

15"

48"

12" 12"

28"

48"

33.94"

28"

24"

28"

12" 12"

support

Sign

supports

Sign

support

Sign

supports

Sign

support

Sign

supports

Sign

support

Sign

supports

Sign

supports

Sign

Strin

gerss

sStrin

gers

sStrin

gers

sStrin

gers s

Strin

gers

Strin

gerss

n

n

supports

Sign

Strin

gers

Strin

gersss

33.94"

42.42"

REVISIONS

DATE CHANGE


NORTH DAKOTA

of Transportation



on and the original

PE- ,

Registration Number



D-754-29

2930

SIGN PUNCHING, STRINGER AND SUPPORT LOCATION

1 Post 2 Posts

Assembly No. 20

3 Posts

1 Post 2 Posts

Assembly No. 213 Posts

1 Post 2 Posts

Assembly No. 19

1 Post 2 Posts

Assembly No. 18

" bolt.834. All holes shall be punched round for

".21" x 12

13. Perforated square tube stringer shall be 1

shall be 0.100 inch.

2. The minimum sign backing material thickness

1. See Standard D-754-25 for mounting details.

Notes:

DETAILS REGULATORY, WARNING AND GUIDE SIGNS

Roger Weigel,

12-1-10

12-1-10

DESIGN DATA JOB# 7 ND MOUNTRAIL COUNTY, NORTH DAKOTA … · 2018-03-18 · ND PCN SHEET NO. SECTION ... Average Daily Max.Hr. Current 2017 Forecast 2037 Pass: 45 Pass: 45 N/A N/A

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